identifier
stringlengths 1
43
| dataset
stringclasses 3
values | question
stringclasses 4
values | rank
int64 0
99
| url
stringlengths 14
1.88k
| read_more_link
stringclasses 1
value | language
stringclasses 1
value | title
stringlengths 0
200
| top_image
stringlengths 0
125k
| meta_img
stringlengths 0
125k
| images
listlengths 0
18.2k
| movies
listlengths 0
484
| keywords
listlengths 0
0
| meta_keywords
listlengths 1
48.5k
| tags
null | authors
listlengths 0
10
| publish_date
stringlengths 19
32
⌀ | summary
stringclasses 1
value | meta_description
stringlengths 0
258k
| meta_lang
stringclasses 68
values | meta_favicon
stringlengths 0
20.2k
| meta_site_name
stringlengths 0
641
| canonical_link
stringlengths 9
1.88k
⌀ | text
stringlengths 0
100k
|
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
410
|
dbpedia
|
0
| 82
|
https://www.wikiwand.com/en/List_of_Olympic_medalists_in_archery
|
en
|
List of Olympic medalists in archery
|
[] |
[] |
[] |
[
""
] | null |
[] | null |
This is the complete list of Olympic medalists in archery.
|
en
|
Wikiwand
|
https://www.wikiwand.com/en/List_of_Olympic_medalists_in_archery
|
This is the complete list of Olympic medalists in archery.
|
|||||
410
|
dbpedia
|
1
| 21
|
https://www.wikiwand.com/en/Archery_at_the_1996_Summer_Olympics_%25E2%2580%2593_Men's_individual
|
en
|
Archery at the 1996 Summer Olympics – Men's individual
|
[
"https://wikiwandv2-19431.kxcdn.com/_next/image?url=https://upload.wikimedia.org/wikipedia/commons/thumb/e/e0/Back_of_Stone_Mountain_Park_2009.jpg/640px-Back_of_Stone_Mountain_Park_2009.jpg&w=640&q=50",
"https://upload.wikimedia.org/wikipedia/commons/thumb/e/e0/Back_of_Stone_Mountain_Park_2009.jpg/280px-Back_of_Stone_Mountain_Park_2009.jpg",
"https://upload.wikimedia.org/wikipedia/commons/thumb/4/47/Gold_medal_icon.svg/16px-Gold_medal_icon.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/2/2e/Silver_medal_icon.svg/16px-Silver_medal_icon.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/4/4c/Flag_of_Sweden.svg/22px-Flag_of_Sweden.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/8/89/Bronze_medal_icon.svg/16px-Bronze_medal_icon.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_South_Korea_%281984%E2%80%931997%29.svg/22px-Flag_of_South_Korea_%281984%E2%80%931997%29.svg.png"
] |
[] |
[] |
[
""
] | null |
[] | null |
The men's individual was an archery event held as part of the Archery at the 1996 Summer Olympics programme. Like other archery events at the Olympics, it featured the recurve discipline. All archery was done at a range of 70 metres. 64 archers competed.
|
en
|
Wikiwand
|
https://www.wikiwand.com/en/Archery_at_the_1996_Summer_Olympics_%E2%80%93_Men's_individual
|
The men's individual was an archery event held as part of the Archery at the 1996 Summer Olympics programme. Like other archery events at the Olympics, it featured the recurve discipline. All archery was done at a range of 70 metres. 64 archers competed.[1]
The same competition format as in 1992 was used, though there were some significant changes. The competition began with a 72-arrow ranking round (down from 144 arrows in 1992). This was followed by three elimination rounds (up from two in 1992), in which archers competed head-to-head in 18-arrow matches (up from 12 arrows in 1992). After these rounds, there were 8 archers left. The quarterfinals, semifinals, and medal matches (collectively termed the "finals round") were 12-arrow matches. In all matches, losers were eliminated and received a final rank determined by their score in that round, with the exception of the semifinals. The losers of the semifinals competed in the bronze medal match.
|
|||||
410
|
dbpedia
|
3
| 38
|
https://olympstats.com/2016/01/24/olympic-birthday-medalists-2/
|
en
|
Olympic Birthday Medalists
|
[] |
[] |
[] |
[
""
] | null |
[] |
2016-01-24T00:00:00
|
Many people celebrate their birthday. What better way to celebrate it than to win an Olympic medal on one’s birthday? Has this actually happened at the Olympics? Yes, in fact, 86 athletes have done…
|
en
|
OlympStats
|
https://olympstats.com/2016/01/24/olympic-birthday-medalists-2/
|
Many people celebrate their birthday. What better way to celebrate it than to win an Olympic medal on one’s birthday? Has this actually happened at the Olympics? Yes, in fact, 86 athletes have done it 90 times.
Only one athlete has won 3 Olympic medals on his/her birthday and that was French archer Eugène Richez, who won 2 silvers and a bronze in team target archery events at the 1900 Olympics. Those Olympics were so unusual, and the archery events were especially so, let’s look at the 2 athletes who have won 2 medals on their birthday.
The first was Sidney Merlin, a British shooter who won a gold and bronze medal in 2 trap shooting events at the 1906 Olympics and, again, the 1906 Olympics are somewhat controversial.
So that leaves only German equestrian Michael Jung who won 2 gold medals on 31 July 2012 in eventing, the day he turned 30-years-old. Jung is the only Olympian to have won 2 gold medals on his/her birthday at IOC-recognized Olympics – a fact that seemed to escape most of the world’s media in London, including our OlympStats group, to be fair.
How many athletes have won gold medals on their birthday, the ultimate celebration? That has been done 32 times, by 31 Olympians, with Jung winning 2 in 2012. That has been done 6 times at the Winter Olympics, and 26 times at the Summer Games. Seven women have won an Olympic gold medal on their birthday, two at the Winter Olympics – Madeleine Chamot-Berthod (SUI) in downhill skiing at the 1956 Cortina Olympics, and Cathrine Lindahl (SWE) in 2010 curling.
So Lindahl won her gold medal in a team event. How often have Olympians won medals or gold medals in individual events, probably the uber-ultimate birthday present? That has been done 29 times, by 28 athletes, with Merlin winning two in 1906 on his 26 April birthday.
Winning an individual gold medal on your birthday is fairly rare, done only 13 times by 13 Olympians. The only woman to have done it is Chamot-Berthod at the 1956 Winter Olympics – no woman has done it at the Summer Olympics. Only 4 Winter Olympians have pulled this off while it has been done 9 times at the Summer Olympics.
The youngest birthday medalist was Mariya Filatova, actually a gold medalist in the 1976 gymnastics team all-around, on her 15th birthday. The oldest was Richez, who was 56-years-old when he won his 3 medals in 1900 archery on 5 August. Again, discounting him, the next oldest was Merlin in 1906, who was 50-years-old, so we’ll look further, and find that William Dod was 41-years-old in 1908 when he won a gold medal on his birthday (18 July) in Double York Round archery. The oldest female to pull this off was Lindahl in curling, who was 40-years-old on 26 February 2010. The youngest man was Jamaican Greg Meghoo, a silver medalist in the 4×100 relay, when he turned 19 on 11 August 1984.
Not easy to do and if you want to do this, in addition to being a great athlete, you better hope to have been born in February, July, or August anymore.
Here is the complete list of the 90 birthday medals:
Sidney Merlin (M / GBR / Summer) (1906 Shooting; Trap, Double Shot, 14 metres) (Gold / Individual) (*26 April 1856; 50-years-old)
William Dod (M / GBR / Summer) (1908 Archery; Double York Round) (Gold / Individual) (*18 July 1867; 41-years-old)
Henri Anspach (M / BEL / Summer) (1912 Fencing; Épée, Team) (Gold / Team) (*10 July 1882; 30-years-old)
Erik Herseth (M / NOR / Summer) (1920 Sailing; 10 metres, 1907 Rating) (Gold / Team) (*9 July 1892; 28-years-old)
Charles Bugbee (M / GBR / Summer) (1920 Water Polo) (Gold / Team) (*29 August 1887; 33-years-old)
István Barta (M / HUN / Summer) (1932 Water Polo) (Gold / Team) (*13 August 1895; 37-years-old)
Dieter Arend (M / GER / Summer) (1936 Rowing; Coxed Pairs) (Gold / Team) (*14 August 1914; 22-years-old)
Miklós Sárkány (M / HUN / Summer) (1936 Water Polo) (Gold / Team) (*15 August 1908; 28-years-old)
Sammy Lee (M / USA / Summer) (1952 Diving; Platform) (Gold / Individual) (*1 August 1920; 32-years-old)
Madeleine Chamot-Berthod (F / SUI / Winter) (1956 Alpine Skiing; Downhill) (Gold / Individual) (*1 February 1931; 25-years-old)
Viktor Kosichkin (M / URS / Winter) (1960 Speedskating; 5,000 metres) (Gold / Individual) (*25 February 1938; 22-years-old)
Vladimir Shmelyov (M / URS / Summer) (1972 Modern Pentathlon; Team) (Gold / Team) (*31 August 1946; 26-years-old)
Jan Egil Storholt (M / NOR / Winter) (1976 Speedskating; 1,500 metres) (Gold / Individual) (*13 February 1949; 27-years-old)
Mariya Filatova (F / URS / Summer) (1976 Gymnastics; Team All-Around) (Gold / Team) (*19 July 1961; 15-years-old)
Yelena Novikova-Belova (F / URS / Summer) (1976 Fencing; Foil, Team) (Gold / Team) (*28 July 1947; 29-years-old)
Vakht’ang Blagidze (M / URS / Summer) (1980 Wrestling; Flyweight, Greco-Roman (≤52 kg)) (Gold / Individual) (*23 July 1954; 26-years-old)
Pascal Jolyot (M / FRA / Summer) (1980 Fencing; Foil, Team) (Gold / Team) (*26 July 1958; 22-years-old)
Angel Herrera (M / CUB / Summer) (1980 Boxing; Lightweight (≤60 kg)) (Gold / Individual) (*2 August 1957; 23-years-old)
Chris Jacobs (M / USA / Summer) (1988 Swimming; 4 x 100 metres Medley Relay) (Gold / Team) (*25 September 1964; 24-years-old)
Nazim Hüseynov (M / EUN / Summer) (1992 Judo; Extra-Lightweight (≤60 kg)) (Gold / Individual) (*2 August 1969; 23-years-old)
Ana Ivis Fernández (F / CUB / Summer) (1996 Volleyball) (Gold / Team) (*3 August 1973; 23-years-old)
Jon Rauch (M / USA / Summer) (2000 Baseball) (Gold / Team) (*27 September 1978; 22-years-old)
Guillermo Rigondeaux (M / CUB / Summer) (2000 Boxing; Bantamweight (≤54 kg)) (Gold / Individual) (*30 September 1980; 20-years-old)
Ruth Riley (F / USA / Summer) (2004 Basketball) (Gold / Team) (*28 August 1979; 25-years-old)
Per-Johan Axelsson (M / SWE / Winter) (2006 Ice Hockey) (Gold / Team) (*26 February 1975; 31-years-old)
\N Mari (F / BRA / Summer) (2008 Volleyball) (Gold / Team) (*23 August 1983; 25-years-old)
Michael Redd (M / USA / Summer) (2008 Basketball) (Gold / Team) (*24 August 1979; 29-years-old)
Mo Tae-Beom (M / KOR / Winter) (2010 Speedskating; 500 metres) (Gold / Individual) (*15 February 1989; 21-years-old)
Cathrine Lindahl (F / SWE / Winter) (2010 Curling) (Gold / Team) (*26 February 1970; 40-years-old)
Michael Jung (M / GER / Summer) (2012 Equestrian Events; 3-Day Event, Individual) (Gold / Individual) (*31 July 1982; 30-years-old)
Michael Jung (M / GER / Summer) (2012 Equestrian Events; 3-Day Event, Team) (Gold / Team) (*31 July 1982; 30-years-old)
Daniele Molmenti (M / ITA / Summer) (2012 Canoeing; Kayak Singles, Slalom) (Gold / Individual) (*1 August 1984; 28-years-old)
John Svanberg (M / SWE / Summer) (1906 Athletics; Marathon) (Silver / Individual) (*1 May 1881; 25-years-old)
Nils Thomas (M / NOR / Summer) (1920 Sailing; 8 metres, 1919 Rating) (Silver / Team) (*9 July 1889; 31-years-old)
Eugène Richez (M / FRA / Summer) (1920 Archery; Target Archery, 33 metres, Team) (Silver / Team) (*5 August 1864; 56-years-old)
Eugène Richez (M / FRA / Summer) (1920 Archery; Target Archery, 50 metres, Team) (Silver / Team) (*5 August 1864; 56-years-old)
John Garrison (M / USA / Winter) (1932 Ice Hockey) (Silver / Team) (*13 February 1909; 23-years-old)
Dante Secchi (M / ITA / Summer) (1936 Rowing; Coxed Eights) (Silver / Team) (*14 August 1910; 26-years-old)
Eugenio Monti (M / ITA / Winter) (1956 Bobsledding; Two) (Silver / Team) (*28 January 1928; 28-years-old)
Teresa Ciepły-Wieczorek (F / POL / Summer) (1964 Athletics; 80 metres Hurdles) (Silver / Individual) (*19 October 1937; 27-years-old)
Manfred Schumann (M / FRG / Winter) (1976 Bobsledding; Two) (Silver / Team) (*7 February 1951; 25-years-old)
Daniel Morelon (M / FRA / Summer) (1976 Cycling; Sprint) (Silver / Individual) (*24 July 1944; 32-years-old)
Dave Ottley (M / GBR / Summer) (1984 Athletics; Javelin Throw) (Silver / Individual) (*5 August 1955; 29-years-old)
Jeong Sun-Bok (F / KOR / Summer) (1984 Handball) (Silver / Team) (*9 August 1960; 24-years-old)
Greg Meghoo (M / JAM / Summer) (1984 Athletics; 4 x 100 metres Relay) (Silver / Team) (*11 August 1965; 19-years-old)
Mark Phillips (M / GBR / Summer) (1988 Equestrian Events; 3-Day Event, Team) (Silver / Team) (*22 September 1948; 40-years-old)
Andreas Keller (M / FRG / Summer) (1988 Hockey) (Silver / Team) (*1 October 1965; 23-years-old)
Nataliya Shikolenko (F / EUN / Summer) (1992 Athletics; Javelin Throw) (Silver / Individual) (*1 August 1964; 28-years-old)
Sergey Tarasov (M / RUS / Winter) (1994 Biathlon; 4 x 7.5 kilometres Relay) (Silver / Team) (*15 February 1965; 29-years-old)
Tommy Moe (M / USA / Winter) (1994 Alpine Skiing; Super G) (Silver / Individual) (*17 February 1970; 24-years-old)
Peter Leone (M / USA / Summer) (1996 Equestrian Events; Jumping, Team) (Silver / Team) (*1 August 1960; 36-years-old)
Paolo Tofoli (M / ITA / Summer) (1996 Volleyball) (Silver / Team) (*4 August 1966; 30-years-old)
George Karrys (M / CAN / Winter) (1998 Curling) (Silver / Team) (*15 February 1967; 31-years-old)
Yelena Zamolodchikova (F / RUS / Summer) (2000 Gymnastics; Team All-Around) (Silver / Team) (*19 September 1982; 18-years-old)
Gillian Lindsay (F / GBR / Summer) (2000 Rowing; Quadruple Sculls) (Silver / Team) (*24 September 1973; 27-years-old)
Miguel Caldés (M / CUB / Summer) (2000 Baseball) (Silver / Team) (*27 September 1970; 30-years-old)
Kateřina Neumannová (F / CZE / Winter) (2002 Cross-Country Skiing; 5/5 kilometres Pursuit) (Silver / Individual) (*15 February 1973; 29-years-old)
Irina Lobacheva (F / RUS / Winter) (2002 Figure Skating; Ice Dancing) (Silver / Team) (*18 February 1973; 29-years-old)
Brendan Hansen (M / USA / Summer) (2004 Swimming; 100 metres Breaststroke) (Silver / Individual) (*15 August 1981; 23-years-old)
Jens Arne Svartedal (M / NOR / Winter) (2006 Cross-Country Skiing; Team Sprint) (Silver / Team) (*14 February 1976; 30-years-old)
Park Gyeong-Mo (M / KOR / Summer) (2008 Archery; Individual) (Silver / Individual) (*15 August 1975; 33-years-old)
Rohanee Cox (F / AUS / Summer) (2008 Basketball) (Silver / Team) (*23 August 1980; 28-years-old)
Marianne St-Gelais (F / CAN / Winter) (2010 Short-Track Speedskating; 500 metres) (Silver / Individual) (*17 February 1990; 20-years-old)
Paola Espinosa (F / MEX / Summer) (2012 Diving; Synchronized Platform) (Silver / Team) (*31 July 1986; 26-years-old)
Lucha Aymar (F / ARG / Summer) (2012 Hockey) (Silver / Team) (*10 August 1977; 35-years-old)
|
|||||
410
|
dbpedia
|
2
| 23
|
https://www.archerywire.com/features/ea1df264-a4e5-4b00-bfe5-9647f3c1d1e1
|
en
|
TRIBUTES POUR IN FOR RICHARD 'BUTCH' JOHNSON, ONE OF THE GREATS OF ARCHERY
|
[
"https://images.theoutdoorwire.com/2019/11/03/9e3985b2-e491-4d28-8d34-a82958aeb3fe_400x165.png",
"https://images.theoutdoorwire.com/2024/06/03/a4a86645-1081-46c8-ac7a-53495fd796bb_600x394.png",
"https://ci3.googleusercontent.com/meips/ADKq_NanrgFeF2S9cYJovitftUlk1UqYs4w9HrNx8zYiQ5VyvNqYtrkaO0PbsLbpHytyhLlR7ul5V7JM65gZV0NR7hnzabmNGrIm3J7U851yNAeYYg1Va4dcvYcntFEssHI=s0-d-e1-ft#https://www.usarchery.org/images/tinymce/290524134244-Johnson%201996.jpg",
"https://ci3.googleusercontent.com/meips/ADKq_Nat3KvPNa5ZZ0AMBMUGlx2g--SXR3RDZrDK2jgC3XUlWz5Ao_n0VlH1GOj-DlE7BqnpAYyT9fKvWxo5U7LqkVkpO_bZHIlfMZYln2M8QvhQJyzeAogKSz9H1yBZHk-835yJIDrNYOTgaiqm=s0-d-e1-ft#https://www.usarchery.org/images/tinymce/290524134601-gettyimages-1053671-612x612.jpg",
"https://ci3.googleusercontent.com/meips/ADKq_Nb2bV0hvZFLfKdU3yvc3eb7LSHZMtMVvC914IiL6MJNVhGoPDg54tsS6sMRqloXk6XNGj9-gJHaSFsRlC2XGCwh5mHKzVsbg6YAmahaahvbFdSe5rraNlTjuK_-Sw6k02fNXK1JFGUwtO_R=s0-d-e1-ft#https://www.usarchery.org/images/tinymce/290524134725-gettyimages-1175109-612x612.jpg"
] |
[] |
[] |
[
""
] | null |
[] | null | null |
By USA Archery
Five-time Olympian Richard ‘Butch’ Johnson, who inspired so many within the sport of archery, has sadly passed away at the age of 68.
Johnson competed in Barcelona (1992), Atlanta (1996), Sydney (2000), Athens (2004), and Beijing (2008), winning team gold on home soil and team bronze in Australia four years later.
When he made the team for 2008, Johnson became the first archer to compete in five Olympic Games. Making his first appearance at a Games in that 2008 team was Brady Ellison. He will match Johnson’s incredible feat when representing the USA in Paris later this year.
When Ellison won bronze at the 2016 Games in Rio, he had the opportunity to present the Order of Ikkos medal to someone who he felt had helped him achieve Olympic success. In revealing Johnson as the recipient he said, “I want to give this medal to a man who has been a huge part of my life, and especially in the archery world.
“He took me under his wing when he didn’t have to, when he was one of the best shooters in the country. He knew that I was coming up. He taught me how to set up my bows, taught me a lot of things about how to shoot under pressure.
“He is one of our greats. He has been there for my entire career, and this is for him.”
Butch Johnson played a pivotal role in the USA’s success at the Atlanta Games in 1996, when alongside Justin Huish and Rod White. Moments after Kim Bo Ram had fired three 10s for Korea in the gold medal match, Johnson stepped up, knowing the pressure was on the host nation. Johnson landed three 10s and the pendulum swung in favor of the USA.
The USA topped the podium with wins over India, Ukraine, Italy and Korea, scoring 251 in all four matches.
Huish, who also won individual gold in 1996, paid tribute to his friend on his Instagram page, writing “Butch was a fierce competitor, never wanted to share any of his trade secrets, and could care less if he embarrassed you on the field. He just wanted to beat you and win!!!
“However, there was this other side of Butch that shined brighter than any of his archery achievements did. He was one of the funniest [guys] you've ever been around. I never laughed so hard when he got rolling. He was also really caring, kind, supportive, and all things like that. The list would be way too long for this post.
“Truly one of a kind. I feel blessed to have returned back to archery at the exact time I did. His last tournament was my first tournament back at Nationals 2019. We shot the same score the first day and were paired up on the same target the last day. I got to shoot with him again which I am grateful for. Especially being his last time scoring at a tournament.”
Four years on from that team gold in Atlanta, and Johnson was back for his third Games. He, White and Vic Wunderle won bronze in Sydney. History was made when the USA defeated Russia in the bronze medal match after what was the first-ever shoot off in Olympic archery
Wunderle said of his former teammate, “Butch Johnson demonstrated the best Team USA has to offer, leaving a generational impact on our sport.
“Butch was a fierce competitor. During a 10-year period, we constantly competed against one another to win all but one of the USA Indoor and Outdoor National Championships. Even though I broke the National record in 2001, I finished a distant second place to Butch. He pushed our team to a higher level and had a natural ability to rise to the top when it mattered most.
“In one of my early matches with Butch, he corrected me on a scoring mistake where I had incorrectly noted my score a point lower than what I had earned. Instead of quietly accepting the point that may have helped him win the match, he demonstrated the sportsmanlike honesty and integrity that so often brought honor to our team and country.
“I learned to trust him to the point that I would be willing to make a bathroom run and leave him to score our arrows in a high-pressure match together knowing he would do the right thing even if it wasn’t in his favor. Butch set a great example for our sport and was respected and loved.”
Appearances in Athens and Beijing would follow. Johnson narrowly missed making the team for London in 2012.
Richard ‘Butch’ Johnson will be remembered as more than just an archery legend. He was a mentor to the likes of Ellison and Huish, inspired many to take up the sport, but he was also humble and generous with his time.
Ace compound archer, Reo Wilde, a three-time gold medalist at the World Archery Championships, wrote this tribute to ‘Butch’ Johnson, “Butch was a close friend and a big part of my archery career. He was my roommate at a lot of my international events. We became good friends and (he was) a huge mentor for me.
“We would be up talking archery for hours. He taught me a lot and gave me great advice. We also watched a ton of movies and laughed a lot. It's hard in any sport to find a guy who can exemplify all of that. He will truly be missed. Thanks for all you did for me and everyone in archery buddy.”
Away from competition, Johnson was a husband (to Teresa) and a father, working alongside his son Richard Johnson III as the pro shop manager at Hall’s Arrow in Manchester, Conn. Roxanne Ryea was a friend and a colleague who echoed the sentiments of many in the archery world when suggesting he will be sorely missed.
“Butch wasn’t only an archery legend, he was a hometown hero, friend, and selfless in the pursuit to spread his knowledge and passion for the sport he loved so dearly,” Roxanne said.
“If you were honored enough to work with or by his side you undoubtedly were blessed with irreplaceable knowledge, observational wit, a work ethic that is unmatched, and a kindness behind his smile that can’t be replaced.”
Johnson leaves behind one of the greatest legacies in archery; from thousands of archers that were inspired by his achievements to the countless masses he helped with advice, equipment, coaching, mentorship and kindness, the archery world will forever be touched by his presence and contributions.
USA Archery CEO Rod Menzer shared, “Butch built an incredible legacy; he helped so many people and was someone who had nothing but great things said about him. He’s an icon in the industry, and beyond his contributions to Team USA in massive wins and decades of dedication to competing at the highest level, he is so admired and respected by all who knew him. His legacy is one we would all hope to attain.”
|
||||||||
410
|
dbpedia
|
3
| 80
|
https://www.insidethegames.biz/articles/1147442/kim-woo-jin-secures-the-gold-by
|
en
|
jin secures the gold by 3 millimetres
|
[
"https://cdn.dmcl.biz/media/image/289205/o/2_5337143584275577107.png",
"https://cdn.dmcl.biz/media/image/301379/o/GettyImages-2164795311.jpg",
"https://cdn.dmcl.biz/media/image/301380/o/GettyImages-2164733177.jpg",
"https://cdn.dmcl.biz/media/image/289204/o/WhatsApp+Image+2023-10-31+at+21.54.29.jpeg",
"https://cdn.dmcl.biz/media/image/295811/o/Sam+Staff+Pic.png",
"https://cdn.dmcl.biz/media/image/286803/o/ITG-Autumn-Magazine-2023-Digital-1.png",
"https://cdn.dmcl.biz/media/image/269396/o/April---Magazine-1.png",
"https://cdn.dmcl.biz/media/image/254149/o/ITG-Autumn-Magazine-2022-1.jpg",
"https://3113bd565d2f8d649361-a9ae00dd0e64385bd82d92fba68e6c40.ssl.cf3.rackcdn.com/FISU-2019-awards.png",
"https://cdn.dmcl.biz/media/image/68841/o/2017-awards-winner.png",
"https://3113bd565d2f8d649361-a9ae00dd0e64385bd82d92fba68e6c40.ssl.cf3.rackcdn.com/online-media-awards-2015.jpg?v=4",
"https://3113bd565d2f8d649361-a9ae00dd0e64385bd82d92fba68e6c40.ssl.cf3.rackcdn.com/images/2014/08/poll-results-sidebar.png",
"https://cdn.dmcl.biz/media/image/290172/o/PS_850299.jpg",
"https://global-sports.fra1.digitaloceanspaces.com/tenantb72d524b-09bf-472b-b5f9-0da0e87ebcc1/logos/00760da1b672ee4bd66abd03c2e05699.png",
"https://cdn.dmcl.biz/media/image/288964/o/Cricket+World+Cup+2023+New+Zealand+edited.jpg",
"https://3113bd565d2f8d649361-a9ae00dd0e64385bd82d92fba68e6c40.ssl.cf3.rackcdn.com/images/2014/08/vote-on-our-poll-sidebar.png",
"https://cdn.dmcl.biz/media/image/162664/o/anoc-world-beach-games-magazines.png"
] |
[] |
[] |
[
""
] | null |
[
"Javier Carro"
] | null |
South Korea's Kim Woo-jin won the gold medal in the men's individual
archery final at Paris 2024 on Sunday 4 August. Thanks to a difference
of just three millimetres in the tie-break he was able to beat the
American Ellison Brady, who won the silver medal.
|
/assets/images/icons/favicon.ico
|
https://www.insidethegames.biz/articles/1147442/kim-woo-jin-secures-the-gold-by
|
South Korea's Kim Woo-jin won the gold medal in the men's individual archery final at Paris 2024 on Sunday 4 August. Thanks to a difference of just three millimetres in the tie-break he was able to beat the American Ellison Brady, who won the silver medal.
The Esplanade des Invalides was the stage chosen to name the champion. The Asian archer managed to beat his rival 6-5 after the so-called golden arrow had decided the title in his favour. The victory was Woo-jin's third gold medal at the Olympics after he also won the men's team and mixed team events.
The South Korean began by losing the first set 29-27 to a Brady who in the beginning was close to perfection. The second set brought the score back to level terms and in the next set it was the American who took the lead again. Woo-jin bounced back in the fourth round, taking advantage of a bad shot by his opponent, hitting 10 shots to make it 4-4 on aggregate and leave the competition open for the final leg.
|
||||||
410
|
dbpedia
|
0
| 94
|
https://paralympics.org.nz/news/what-are-the-paralympic-games/
|
en
|
What are the Paralympic Games?
|
[
"https://paralympics.org.nz/wp-content/uploads/2023/11/Paralympics_Corporate_Logo.png",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Day-6-Taylor2-credit-SWPix-web-768x512.jpg",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Day-6-Taylor2-credit-SWPix-web-768x512.jpg",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Day-6-Taylor2-credit-SWPix-web-768x512.jpg",
"https://paralympics.org.nz/wp-content/uploads/2024/02/Atlanta-996-GettyImages-72358019-scaled-1-1536x1010.jpg",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Tel-Aviv-Paralympics-1968-NZ-Team-e1597284356294.jpg",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Rio-2016-NZ-Team.png",
"https://paralympics.org.nz/wp-content/uploads/2023/11/What-does-the-para-stand-for-in-Paralympics-768x512.jpg",
"https://paralympics.org.nz/wp-content/uploads/2024/06/GettyImages-600032664_master-1-768x512.jpg",
"https://paralympics.org.nz/wp-content/uploads/2024/05/Computer-Modelling-of-Corey-Peters-sit-ski-768x470.jpeg",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Toyota-logo.png",
"https://paralympics.org.nz/wp-content/uploads/2024/02/Official-partner_Harvey-Norman.png",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Cadbury-logo.png",
"https://paralympics.org.nz/wp-content/uploads/2024/06/Bupa-logo-white-hrz-solid-WHITE-ONLY-1.png",
"https://paralympics.org.nz/wp-content/uploads/2023/11/ACC-logo.png",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Sport-New-Zealand-IHI-Aoteroa-logo.png",
"https://paralympics.org.nz/wp-content/uploads/2024/06/tvnz-logo-all-white-logotype-stacked-180.png",
"https://paralympics.org.nz/wp-content/uploads/2023/11/attitudelive_logo-2.png",
"https://paralympics.org.nz/wp-content/uploads/2024/06/Herald-Logo180.png",
"https://paralympics.org.nz/wp-content/uploads/2024/06/Newstalk-ZB-Logo-180.png",
"https://paralympics.org.nz/wp-content/uploads/2024/07/Lumo-Logo_RGB_white.png",
"https://paralympics.org.nz/wp-content/uploads/2024/05/Alvarium-Logo-CMYK-1024x143.png",
"https://paralympics.org.nz/wp-content/uploads/2024/05/TASKA_LEFT_white_trans_BG-1024x180.png",
"https://paralympics.org.nz/wp-content/uploads/2024/05/mophie_Full-Logo_100114white-01-1024x192.png",
"https://paralympics.org.nz/wp-content/uploads/2024/05/Stacked_png_with-clearspace_FC_STK_RGB_WHT_CS-1024x473.png",
"https://paralympics.org.nz/wp-content/uploads/2024/07/Westfield_white_CMYK.jpg",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Simpson-grierson-logo.png",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Bluestar-logo.webp",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Saatchi-Saatchi-logo.png",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Maersk-logo.webp",
"https://paralympics.org.nz/wp-content/uploads/2023/11/ocean-bridge-logo.png",
"https://paralympics.org.nz/wp-content/uploads/2024/07/Belgravia-Apparel-Brandmark-PMS-WHITE-TRANSPARENT.png",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Digital-hothouse-logo.webp",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Clear-Protect-Group-Logo.png",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Ipsos-logo.png",
"https://paralympics.org.nz/wp-content/uploads/2024/07/ActivePure_Logo_Horizontal_White.png",
"https://paralympics.org.nz/wp-content/uploads/2024/07/voyager_logo_white.png",
"https://paralympics.org.nz/wp-content/uploads/2023/11/High-performance-sport-New-Zealand.webp",
"https://paralympics.org.nz/wp-content/uploads/2023/11/NZCT-logo.png",
"https://paralympics.org.nz/wp-content/uploads/2023/11/lion-foundation-logo.png",
"https://paralympics.org.nz/wp-content/uploads/2023/11/pub-charity.png",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Aoteroa-gaming-trust-logo.png",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Four-winds-foundation.webp",
"https://paralympics.org.nz/wp-content/uploads/2023/11/TAB-logo.webp",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Trillian-Trust-logo.webp",
"https://paralympics.org.nz/wp-content/uploads/2023/11/invercargill-licensing-trust-logo.png",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Trust-community-foundation-logo.png",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Pelorus-trust-logo.webp",
"https://paralympics.org.nz/wp-content/uploads/2023/11/Asia-NZ-Foundation-logo.webp",
"https://paralympics.org.nz/wp-content/uploads/2023/11/one-foundation-logo.png",
"https://paralympics.org.nz/wp-content/uploads/2024/01/Sport-NZ-Translation-Stack-Full-White-1-1.png"
] |
[] |
[] |
[
""
] | null |
[
"Sue Cardwell"
] |
2024-03-15T02:03:00+00:00
|
The Paralympics is the largest international event for disabled athletes and take place shortly after every Olympic Games.
|
en
|
Paralympics New Zealand
|
https://paralympics.org.nz/news/what-are-the-paralympic-games/
|
The Paralympic Games or Paralympics is the largest international event for disabled athletes and societal change and take place shortly after every Olympic Games in the same host city.
The Paralympic Games are held every two years – alternating between the summer and winter Paralympic Games.
The Paralympics has grown from a small gathering of British World War II veterans in 1948 to become one of the largest international sporting events by the early 21st century. You can read more about the History of the Paralympic Games in our recent post. The first Paralympic Games was held in 1960 in Rome, New Zealand first competed in Tel Aviv 1968.
The Paralympic Games and Olympic Games
In 2001, the International Paralympic Committee (IPC) and the International Olympic Committee (IOC) signed an agreement which guaranteed that host cities would be contracted to manage both the Olympic and Paralympic Games.
This agreement has helped in raising the profile of the Paralympic Games.
Chairman of the London 2012 Organising Committee, Sebastian Coe, said about the 2012 summer Olympics and Paralympics in London, England, that, “We want to change public attitudes towards disability, celebrate the excellence of Paralympic sport and to enshrine from the very outset that the two Games are an integrated whole.”
Following the conclusion of the highly successful Olympic and Paralympic Games in London, Coe went on to say, “The UK would never think of sport the same way and we will never think of disability the same way. The Paralympians have lifted the cloud of limitation.“
Whilst the Paralympic Games do not yet enjoy the same level of media coverage as the Olympic Games, there has been a shift in the way some countries around the world are now approaching Para athletes and the funding being made available.
At the 2020 Tokyo Paralympic Games, China won 207 medals total, while Great Britain, US, Ukraine, and Australia earned 124, 104, 98 and 80 respectively. Most of these countries had more Paralympic medals than Olympic ones. It is great to see some countries starting to invest the same levels of resources into Para athletes and recognising these great champions in the same way as we applaud our Olympians.
29 Kiwi Paralympians competed at the Tokyo 2020 Paralympic Games, winning 12 medals including 6 gold, 3 silver and 3 bronze. TVNZ and Attitude Pictures brought live and free-to-air coverage of the Tokyo 2020 Paralympic Games to more than 2 million New Zealand viewers.
Paralympic Sports
There are currently 28 Paralympic sports contested at the Paralympic Games: 22 summer and 6 winter.
The two newest sports to be given Paralympic status are badminton and taekwondo, which made their debut at the Tokyo 2020 Games (held in 2021).
The 22 summer Paralympic sports include:
The 6 winter Paralympic sports include:
Para alpine skiing
Para biathlon
Para cross-country skiing
Para ice hockey
Para snowboard
Wheelchair curling
Paralympic Classification
As explained on the IPC website, “Challenging the interests of Para sport is the threat of one-sided and predictable competition, in which the least impaired athlete always wins. To prevent this, Para athletes are placed in categories for competition based on their impairment, these are called sport classes.“
The IPC classification system is extremely robust and needs to cater for a wide range of Para athletes and their disabilities. How one athlete’s impairment impacts on their ability to perform in one sport can be different from another Para athlete so it’s important to have a classification system that is sport specific.
Find out more about the details of Para athlete classification.
The future of the Paralympic Games
Since the agreement to host the Paralympic Games and Olympic Games in the same city, the Paralympic Games have enjoyed greater coverage in the media thanks to the ability to co-promote both events.
The Seoul 1988 Paralympics in Korea was a milestone for the Paralympic Movement. It was in Seoul that the Paralympic summer Games were held directly after the 1988 summer Olympics, in the same host city, and using the same facilities.
This set a precedent that was followed in 1992, 1996 and 2000. It was eventually formalised in an agreement between the IPC and the IOC. On 10 March 2018, the two committees further extended their agreement to 2032.
The future of the Paralympic Games looks very bright and with the Paris 2024 Games now just under six months away, the countdown can begin once again.
Cover photo: Credit Getty Images
First published: 18 August 1980
Last updated: 15 March 2024
|
|||||
410
|
dbpedia
|
0
| 41
|
https://www.foxnews.com/live-news/2024-summer-olympics-opening-weekend-paris
|
en
|
Paris Olympics churns on as Last Supper parody draws intense scrutiny
|
[
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/e00435753194d3171d9978ec646c3696.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/2fda7937998acf6ecde50bd4e3fb26a1.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/6abe7467dfe207e5ddbd6600dd4d863b.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/3303328b1c2058540e764e527636fa3a.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/ead537c04b0102c8403cf19572ccff56.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/4d5274253ec9f34d7c915a1224db42fe.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/df4f244a77855005ae5f10e6481d265e.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/f23bfb7be2826c743f2ff8a9ea69001a.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/7dab63872a7faab0f12a0902801bef29.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/4f0219662a2ed11fc219c8f36c728a05.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/efcd6c331559a40501bbbf175f753e6d.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/cc8039b58d4ae482a7e9fd828d6728c5.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/9700ecc00ba3f5d4a8d42c4bb44e397f.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/bbf0ffc342b74668585a84ccfed817e6.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/b1ff5c812443bb6b043dcf9bc08b9098.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/d9d39f1bd7883d7e2b56731d89f00887.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/4e3cb17d5ffd574419a37c5b4eb78c3e.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/82b38fa4f96f8e42da102aaf4f192e65.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/855ba4e974554b60dbab094a0eca8643.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/b309d90315eeae32a230be712b1ed320.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/c655b626cf377520deaa8e07c7a9a29d.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/0a6b36565898f8ed36c6167ae2cb6ff5.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/368fe8859f28a38bf11b69ee24aa4683.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/01579503adf8b025e9d268c0381d7bbb.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/e1b2eca166aaa81433be450cc97fd03c.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/58eb5cc38a79d05ce68dbfe41f58321c.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/11dfc70cb7707031681bfd0a66a8e144.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/28dd348d19d60d6b67a7dced10de8588.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/867b34ac5843b700f9bf6d776a42a8d8.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/58bb37e6affe8b24747ad22596b1e6fb.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/dba2cf1f1f76602130ebeb94929a3698.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/78fd09e66104ea79786bf039a2785daa.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/8c627e15d4e4f53a7df3c6718ceb3b42.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/41021dff83993bb4391d04260c659605.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/c397f4f99fbeffd301d670350f9071a6.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/222ec65700425bef1e9a82b15197a06f.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/86caa713cc24350bbe6e7c240b367dcc.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/b54f1de476e368196357c1281c7dc0d1.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/c3be878db7f6a4000f9ff8578da405a9.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/099470a9972a3d91f4b9e724265bc305.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/d2d856dc48821ca9552b919a1e706336.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/aa68d162c0daaf49820b1160db936fff.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/63e82f708898e0e3c1a5d7fc94264025.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/8bf799831d5e76f102d721955676c004.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/b29cf1ec020bd7ae85a6832381a4d8e8.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/08bb8a93df88c5ad925a03a12a719e7e.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/77138beac9b924071f0d200fc94cda2e.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/a05decf09150088b2590763ea5ca7138.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/1a23c7dbe1561ebfb286b70f737bb1bd.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/4694bce598d3969cfda1d3b78663041f.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/17c902184a7a58f7a40ec1d75ee4c5b9.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/8acc92c2228505005d88ac5dca895f80.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/c6831ffd7fb5a1b393fb80a3d7307dfe.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/d7d8255551885317cd96550ec1627352.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/19638637b81be92ff5a81974bf7b41a9.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/2432e7bf68c849ee14bea01d2b728f18.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/5668e3a2da099e3a84a5c42ccda4fb23.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/dce0dc72473d448cdd565cf0d3df089c.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/f0898b3c6b7fd04b5fa512937a63772f.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/baa0acc9e5663e5771c6f9523b22f5b9.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/092b6db52dd4daad2bb4c4b82316b016.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/dd1d70e9a9074e5ca343486aaa7ebcb0.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/6c4384af7af01779200c97b53154d327.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/fd487828c0565817464aa5d5216fc3a4.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/43872fa04752c657efe7b92ec18d74ea.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/40248c1cc3d7133e1d175df7809717cd.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/9af36b7f4025af4699dede2bc5b440a1.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/b7a0ef404502cf92d2e481a9cb1b1f4e.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/3dc3718abcd0fc681cc6ab29626c9086.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/9806150967b299b1e98cbadd2c2687a5.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/0ad2403c4d7155e100fd9874bb5991f3.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/1aff8cbed66bc1b4a3c271531050ed90.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/b4170b5aae659ee720f7414ec47ce253.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/6688bfec5735c7b1ea9b4a1877008761.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/4e0a57242ecb55243a08cb2494d409a5.jpg?tl=1&ve=1",
"https://a57.foxnews.com/livenews.foxnews.com/images/2024/07/624/351/ee5f4cff21dcb36f8f77215feefef182.jpg?tl=1&ve=1"
] |
[] |
[] |
[
"news",
"breaking news",
"latest news",
"current news",
"world news",
"national news"
] | null |
[
"Ryan Gaydos",
"Ryan Canfield",
"Paulina Dedaj",
"Gabriele Regalbuto",
"Ashlyn Messier",
"Ryan Morik",
"Scott Thompson",
"Chantz Martin"
] |
2024-07-26T11:30:02-04:00
|
Simone Biles, Coco Gauff, Katie Ledecky, LeBron James and Caeleb Dressel are among the athletes representing Team USA at the 2024 Summer Olympics in Paris. Gymnastics, tennis, basketball and swimming are among the highly anticipated competitions.
|
en
|
https://static.foxnews.com/static/orion/styles/img/fox-news/favicons/favicon.ico
|
Fox News
|
https://www.foxnews.com/live-news/2024-summer-olympics-opening-weekend-paris
|
Pinned
2024 Paris Olympics: Team USA medal recap for July 28
Day 2 of the 2024 Paris Olympics has come and gone, and the United States finds themselves with the most total medals.
The U.S. is the favorite to take home the most medals in this year’s Games, and multiple athletes added to the count that now stands at 12 in Paris.
The next closest? The host country, France, with eight. Japan (seven), Australia (six) and South Korea (six) round out the top five.
However, Australia and Japan both have more golds, as they tallied four to the United States’ three thus far. Let’s take a look at which athletes medaled on Sunday:
FENCING HISTORY
The first All-United States women's foil fencing final came on Sunday, as Lee Kiefer defeated her compatriots Lauren Scruggs, 15-6, to win gold. But this battle in fencing was one the United States could sit back and take in, as both women were guaranteed precious hardware. Kiefer also won gold in Tokyo.
WOMEN’S 100M BUTTERFLY
Torri Huske came flying down the final 50 meters in the 100-meter butterfly final to capture gold, upsetting her teammate Gretchen Walsh, who was favored to win the event. Walsh, though, was right behind her to win gold.
VETERAN HARDWARE
Nic Fink, the oldest athlete on Team USA’s swim squad, tied Great Britain’s Adam Peaty for silver in the 100-meter breaststroke with a 59.05 time. It was a nail-biter, as the top three times in the race were just 0.02 seconds apart.
FIRST OF MANY?
Carson Foster was chasing France phenom Leon Marchand like the rest of the group in the 400-meter individual medley final. But he managed to come from behind during the final 50 meters, which was swam freestyle, to secure bronze. Japan’s Matsushita Tomoyuki touched the wall just four one-hundredths of a second before Foster, but the American still captured his first career Olympic medal.
Posted by Scott Thompson Share
When was the last time that the Olympics was held in Paris?
The last time the Olympics were held in Paris was exactly a century ago in 1924.
In those games, there 126 trials for 17 sports. Just 135 of the 3,089 athletes that competed were women.
The Olympic Games were starting to gain more relevance globally, as 44 countries sent representatives to Paris. All continents were represented in the 1924 Olympic games.
The 1924 Games were historic because it was the first Games where the Olympic Village was built. Later that year, in the winter of 1924, France was host to the first ever Winter Olympics. The competitions held in Chamonix are considered the inaugural Winter Olympic Games.
The history of Paris and the Olympics dates back further than 1924.
Greece was the host of the first Olympics, but Paris hosted the second ever Olympic Games in 1900.
In fact, they were not even called the Olympics yet. “The Games of the II Olympiad” took place over the course of five months from May to October 1900.
The Paris 2024 games will make history as well: they will be the first carbon-neutral games, and the first gender-equal games.
Fox News' Ryan Gaydos contributed to this report.
Posted by Scott Thompson Share
What is Sport Climbing?
Sport Climing made its Olympic debut at the 2020 Games in Tokyo, and like breaking took its first steps to becoming an Olympic sport at the 2018 Buenos Aires Youth Olympic Games.
The sport was not only approved for Paris this year, but it has already been approved for the Los Angeles 2028 Olympics.
There are two Olympic events in sports climbing: speed, boulder and lead.
The speed event is a one-on-one competition that shows the athletes trying to climb the 15-meter wall faster than their opponent. For the bouldering part of the event, athletes try and climb a 4.5-meter wall without any ropes. The lead part sees climbers try and scale a 15-meter wall in under six minutes with having seen the wall beforehand.
Fox News' Ryan Gaydos and Scott Thompson contributed to this report.
Posted by Scott Thompson Share
Steve Kerr: 'I felt like an idiot' not playing Jayson Tatum in Team USA's Olympic opener
Team USA men’s basketball had their best game this summer in its Paris Olympics opener against Serbia, as they won, 110-84, to start their tournament on the right foot.
But, while there were lots of things to be happy about if you’re rooting for Team USA, Jayson Tatum not touching the floor during the 40-minute contest turns a lot of heads.
Head coach Steve Kerr was asked about Tatum’s absence from the rotation in the opener after the win, and he was very blunt about his own mistake in not having him play.
"I felt like an idiot not playing him," Kerr said, via ESPN.
Kerr sent out 10 total players on Sunday afternoon, including Tatum’s Boston Celtics teammates, starting shooting guard Jrue Holiday and Derrick White, who was a late addition to Team USA earlier this year.
"40-minute game, you can’t play more than 10 [players]," Kerr said. "So, I think [Tatum’s] an amazing guy, great player and handled it beautifully. He’ll be back out there next game."
This is an excerpt from an article by Fox News' Scott Thompson.
Posted by Scott Thompson Share
Paris officials confident Seine River can be used for triathlon despite canceled practice day
The 2024 Paris Olympics saw its practice run for the triathlon canceled on Sunday due to water quality in the famed Seine River, where part of the competition is set to take place.
Water quality in the Seine has been a problem for the swimming portion of the triathlon, but Paris officials are confident that will improve enough for them to compete. The men’s triathlon is set for Tuesday, while the women’s event is Wednesday.
Poor water quality has been closely linked to the weather in Paris , which included heavy rains seen during opening ceremonies and several events on Saturday, including cycling that had several competitors falling off their bikes in the wet streets.
However, there isn’t expected to be rain in the forecast this week, which is the main reason for the organizers’ optimism that the Seine can be used for one of the Olympics’ signature events.
“We’ve seen what were the dynamics of the Seine over the past few weeks, and that’s what makes us confident,” Paris Deputy Mayor Antoine Guillou said, via the Associated Press, at a news conference on Sunday.
Guillou added that similar rain has led to safe water quality in the Seine after 24 to 48 hours in the past.
But water quality was a concern before the Games arrived in Paris, which is why a giant basin was constructed earlier this year to capture excess rainwater and keep wastewater from getting into the river. Still, daily water tests in early June showed unsafe water quality levels, which included E. coli.
To show the people of Paris, and around the world, that the water was safe, Paris Mayor Anne Hidalgo swam in the river less than two weeks before the Olympics began.
As of this past Tuesday, Eau de Paris, which monitors water quality, said levels in the Seine were acceptable.
If water quality does not improve by the time the triathlon is set to begin on Tuesday, the backup plan for the Olympics is to, first, postpone the event a few days to wait it out. If the conditions still don’t improve, the swimming portion of the triathlon will be canceled, and only running and biking will be performed.
The Associated Press contributed to this report.
Posted by Scott Thompson Share
USWNT dominates Germany, 4-1, to pick up second Olympic group stage win
The United States women’s soccer team is victorious once again in Paris, as they dominated Germany, 4-1, to win its second Olympic group stage match.
Star forward Sophia Smith scored twice, both of which came in the first half as the U.S. put up three goals to Germany’s lone score in the first 45 minutes to take a commanding lead.
Smith’s first goal came in the 10th minute, as Trinity Rodman’s cross into the box from the right side landed right at her foot and she delivered the perfect strike to put the U.S. up on the scoreboard first.
Then, after Germany hit the equalizer, Mallory Swanson, who had two goals in the team’s opening Olympic match against Zambia, a 3-0 victory, found the back of the net yet again to give her team the lead once more.
Smith would find the back of the net again in the 44th minute, where her shot deflected off a German defender, hit the right goal post, and redirected over the line to put the U.S. in the driver’s seat.
The second half was a bit more defensive for the USWNT, but that changed when Swanson took off with the rest of her teammates on a transition run with a few minutes left to play. Lynn Williams took a perfectly placed assist from Swanson and buried it with her left foot to the right side of the net.
This was the start the USWNT wanted to have in Paris, and they’ll look to keep things going on July 31 when they take on the tough Australia team at 1 p.m. ET.
Posted by Scott Thompson Share
USA's Kelly Cheng-Sara Hughes beach volleyball duo defeats Czechia in Pool C match
Kelly Cheng and Sara Hughes kicked off their 2024 Paris Olympics with a bang on Sunday night with a victory in Pool C over Czechia.
With the Eiffel Tower in the background, Cheng and Hughes defeated Barbora Hermmanova and Marie-Sara Stochlova in straight sets, 21-16, 21-11, to begin the Games on the right foot.
With match point in the second set, the duos were going back and forth, as Czechia was just trying to stay alive with desperation sprawls on the sand to keep the volleyball in the air.
But Cheng punched one of those saves from Czechia to the back right of their opponent’s side and it was the dagger. The crowd roared as Cheng and Hughes celebrated their victory.
Cheng and Hughes are not the only Americans in Paris for beach volleyball, as Taryn Kloth and Kristen Nuss took down the Canadian duo of Heather Bansley and Sophie Bukovec on Saturday in Pool B play.
Posted by Scott Thompson Share
Team USA's Lee Kiefer takes home gold in women's individual foil
American Lee Kiefer won her second consecutive gold medal with a 15-6 victory over Lauren Scruggs in the individual foil fencing competition at the Paris Olympics on Sunday.
Kiefer had topped Canada’s Eleanor Harvey to get to the final and now has two gold medals to show for it.Scruggs had topped Italy’s Alice Volpi in her semifinal and was hoping to upset Kiefer in the final for her first gold. But she’ll have to settle for a silver medal.
Two more medals for the United States made it 12 for the Americans overall in Paris. It’s the third gold medal for the team as Kiefer joined the men’s swimming 4x100-meter freestyle team and swimmer Torri Huske with top prizes in France.Harvey picked up the bronze medal over Volpi, 15-12.
She lost to Kiefer in the round of 16 at the 2020 Tokyo Olympics and lost to Kiefer in the semifinals of this year’s event before eventually making the podium.
This is an excerpt from Fox News' Ryan Gaydos' article.
Posted by Ryan Gaydos Share
Team USA's Nic Fink secures silver medal tie in 100-meter breaststroke
The men’s 100-meter breaststroke came down to the wire at the Paris Olympics and it was Italy’s Nicolo Martinenghi who topped Team USA’s Nick Fink and Great Britain’s Adam Peaty by 0.02 seconds to take home the gold.
Fink and Peaty tied with 59.05 seconds and will both get the silver medal for their respective countries.
Peaty was the defending champion in the 100-meter breaststroke after he won during the 2020 Tokyo Olympics. He was the favorite going into the breaststroke final but just came up short.
Fink was also a favorite to take home the gold. He won the gold in the 2024 World Championships and silver medal at the 2023 World Championships.
For Martinenghi, it was the third Olympics medal of his career. He won bronze in the 100-meter breaststroke and was a part of the Italian team that won bronze in the 4x100-meter medley in the Tokyo Olympics.
Posted by Ryan Gaydos Share
Sophia Smith scores twice as USA ahead of Germany, 3-1, in group stage match
USWNT star Sophia Smith put in work during the first half of their group stage match against Germany on Sunday.
After defeating Zambia, 3-0, to kick off their Paris Olympics journey, the USWNT got off to another hot start after Smith buried a goal in the 10th minute on a Trinity Rodman assist.
U.S. goalkeeper Alyssa Naeher made a crucial save a few minutes earlier, as Germany got behind the defense, to keep the game scoreless.
Germany ended up scoring a goal of its own , though, as Giiulia Gwinn buried a low ball past Naeher. But the USWNT answered just four minutes later, with Mallory Swanson scoring in the 26th minute.
Smith would add another goal to further the U.S. lead in the 44th minute, as her shot deflected off a Germany defender, hit the top of the right post and redirected into the net.
Posted by Scott Thompson Share
Torri Huske, Gretchen Walsh go 1-2 in 100M butterfly
Torri Huske captured the first Olympic gold medal of her career with a narrow victory over Gretchen Walsh as the Americans went 1-2 in the event. Walsh had to settle for the second silver medal of her Olympic career.
Huske touched the wall at 55.59 seconds and Walsh touched at 55.63 seconds. China’s Zhang Yufei took home the bronze medal.
Huske and Walsh were the favorites going into the event but USA hadn’t won a medal in the event since the 2016 Olympics in Rio de Janeiro when Dana Vollmer won bronze. Vollmer was also the last American to win gold in the event, having won in 2012 in London.
Huske had the third quickest heat with a 56.72 and finished in second place in the semifinals in 56 seconds flat.Walsh set an Olympics record in the semifinals, clocking in at 55.38. Walsh also owns the world record in the event, which was set in June at U.S. Olympic trials.
This is an excerpt from Ryan Gaydos’ Fox News article.
Posted by Ryan Gaydos Share
USA swimmer Carson Foster wins bronze, but misses silver by 4 one-hundredths of a second
Team USA swimmer Carson Foster needed just a fingertip to win silver in the 400-meter individual medley final at the 2024 Paris Olympics on Sunday.
As Foster came flying down the final 50 meters in the race, swimming freestyle, the entire pack was competing for silver as France star Leon Marchand was well ahead of his competition as she chased his own world record. Marchand won his first gold medal of his career.
Foster and Japan’s Matsushita Tomoyuki were jousting for silver and bronze coming down the stretch, and it was looking to be who had the longer arms in the end.
As both swimmers reached out, it was Tomoyuki who touched the wall first, finishing with a final time of 4:08.62.
Foster came in with a time of 4:08.66 – four one-hundredths of a second was the difference between silver and bronze.
This is an excerpt from an article by Fox News' Scott Thompson.
Posted by Scott Thompson Share
USA women's rugby runs away with opening matches against Japan and Brazil
The USA women’s rugby team destroyed Brazil in its second match on Sunday, 24-5, to start their 2024 Paris Olympics on the right note.
USA owned a 12-5 first-half lead, and one of their stars Ilona Maher try scored to make it 17-5.
Later, Alex Sedrick ran away with the match by crossing the try-line to make it 22-5 just as the seven minutes past in the second half.
Earlier Sunday, USA Rugby dominated Japan as well for its first win in Paris. They won 36-7 after Japan initially scored the first seven points on a conversion kick.
Team USA will be back on the field Monday.
Posted by Scott Thompson Share
Coco Gauff dominates Australia's Alja Tomljanovic in first round match
American Coco Gauff, the No. 2-ranked women’s tennis player for these Olympic Games, made quick work of his first-round opponent at Roland Garros to begin her journey in Paris.
Gauff defeated Australian Ajla Tomljanovic, 6-3, 6-0, to advance to the second round on Sunday. The match was much closer in the first set when Tomljanovic owned a 4-3 lead.
However, Tomljanovic wouldn’t win a single game after that, as Gauff simply overpowered her and unforced errors threw off the Aussie’s game completely.
Gauff matched her compatriot Jessica Pegula, the No. 5-ranked player in Paris, who defeated Switzerland’s Viktorija Golubic in straight sets in the first round as well.
Posted by Scott Thompson Share
All-American fencing individual final at Paris Games
Team USA was guaranteed a gold medal in the women’s individual foil competition at the Paris Olympics on Sunday as both competitors won their semifinal matchup.
Lauren Scruggs started with a victory over Canada’s Eleanor Harvey. She defeated Harvey 15-9 to earn a place in the gold medal match. Scruggs’ teammate, Lee Kiefer, defeated Italy’s Alice Volpi in the other semifinal match, 15-10.
Kiefer is the defending gold medalist champion. She defeated Russian athlete Inna Deriglazova in the Tokyo Olympics in 2021. Scruggs didn’t make the Olympics then.
Kiefer is the veteran out of the two. She has three individual gold medals and three gold medals as part of the U.S. team in the Pan American Games.
Scruggs is a two-time Junior World Fencing champion, having won individual gold medals in 2019 and 2022. She also won an individual and a team gold at the Pan American Championships in 2024.The final takes place on Sunday evening.
Posted by Ryan Gaydos Share
Team USA men's basketball starts off Paris Olympics hot
The U.S. men’s basketball team started its goal of getting another gold medal on the right foot on Sunday with a dominant victory over Serbia, 110-84.
Kevin Durant had 21 of his 23 points in the first half as he came back to the floor following a calf issue he was dealing with during their tune-up games. He nailed each of his five 3-point attempts.
LeBron James led the way with 21 points on 9-of-12 shooting with nine assists and seven rebounds. Jrue Holiday had 15 points and Anthony Edwards added 11.
The Americans will have a game against South Sudan next.
Team USA is the defending gold medalists in the sport. The Americans defeated France during the Tokyo Olympics in 2021. The Americans have won four gold medal in a row since the “Redeem Team” helped get the U.S. back on the map globally following a bronze medal in 2004.
Posted by Ryan Gaydos Share
Dutch men's beach volleyball Olympian, convicted of child rape, booed before match
A Dutch men’s beach volleyball competitor was booed as he took the sand for warm-ups ahead of his first Paris Olympics match against Italy on Sunday.
Steven van de Velde was convicted of having sex with a 12-year-old girl in 2016. He didn’t speak to reporters after the three-set loss but team spokesman John van Vliet was asked if they were protecting a convicted child rapist.
“We are protecting a convicted child rapist to do his sport as best as possible and for a tournament which he qualified for,” Van Vliet said. “The general matter of sex conviction and sex-related crime is definitely a more important issue than sport. In his case, we’ve got a person who has been convicted, who did his sentence, who did everything afterwards which he can do to be able to compete again.”
Van de Velde served 13 months in prison over the conviction. He previously called the incident the “biggest mistake” of his life.
The Associated Press contributed to this post.
Posted by Ryan Gaydos Share
South Sudan men's basketball picks up first Olympics win after anthem mix up
The South Sudan Olympic men’s basketball team nearly upset Team USA before the Paris Olympics began and on Sunday the squad picked up its first ever victory at the Games.
South Sudan defeated Puerto Rico 90-79 in Group C play. Carlik Jones led South Sudan with 19 points as they put together a second-half rally to top Puerto Rico. Marial Shayok scored 15 points in the win.
“We’re not a secret anymore,” South Sudan head coach Royal Ivey said after the game.
South Sudan’s Nuni Omot scored 12 points in the win. He said the mix up with the national anthem helped fuel the team to a win.Officials played the wrong national anthem before tipoff.“It gave us fuel. It gave us fuel to the fire,” Omot said.
“Obviously, we felt disrespected when that happened. ... I feel like for us we’ve got to continue to show the world what we’re capable of.”
The Associated Press contributed to this report.
Posted by Ryan Gaydos Share
Paris 2024 official defends controversial opening ceremony
A Paris 2024 official defended the opening ceremony at the Olympics amid an uproar over the depiction of The Last Supper during the event.
The ceremony’s segment appeared to resemble a depiction of The Last Supper, famously painted by Leonardo da Vinci. The performance ensemble included drag queens, a transgender model and a naked singer who was stylized to resemble the Greek god Dionysus.
Paris 2024 spokesperson Anne Descamps spoke about it on Sunday.
"Clearly there was never an intention to show disrespect to any religious group. (The opening ceremony) tried to celebrate community tolerance," Descamps told reporters, via Reuters."We believe this ambition was achieved. If people have taken any offense, we are really sorry."
The ceremony sparked criticism from American and world leaders and figures in the sports world, including Super Bowl champion kicker Harrison Butker.
An LGBT leader in France also defended the ceremony.
"We know in the LGBTQ community in France we are far from what the ceremony showed. There’s much progress to do in society regarding transgender people. It’s terrible that to legally change their identity they are forced to be on trial," Inter-LGBT president James Leperlier said."If you saw the opening ceremony last night you’d think it was like that normally, but it’s not. France tried to show what it should be and not what it is."
Posted by Ryan Gaydos Share
American mountain biker Haley Batten wins silver in women's cross-country event
American mountain biker Haley Batten won the silver medal in the mountain bike women’s cross country on Sunday at the Paris Olympics, finishing behind France’s Pauline Ferrand Prevot and ahead of Sweden’s Jenny Rissveds.
It was the first medal for Batten in her cycling career and the first for Team USA on Sunday as they looked to maintain pace with South Korea and Australia for the most medals of the Games.
Batten had a time of 1:28:59 and was nearly three seconds behind Ferrand Prevot.
Batten qualified for the 2020 Tokyo Olympics in the mountain bike women’s cross country. She finished in ninth place as Swiss riders Jolanda Neff, Sina Frei and Linder Indergand took home the first three places on the podium.
She won gold at the Pan American Championships in 2019 in the U23 cross-country competition and took home bronze in the 2022 UCI Mountain Bike World Championships in France.The United States now has six medals in total.
Posted by Ryan Gaydos Share
Serena Williams' husband plays it cool after being identified as an 'umbrella holder'
Alexis Ohanian, the husband of Serena Williams and the co-founder of Reddit, was mistakenly introduced for the Paris Olympics opening ceremony red carpet as an “umbrella holder.”
British sports reporter Lauren Woods made the remark as she covered the event on Friday, according to Page Six.
“(Williams) looks absolutely incredible. She’s got someone just behind us holding an umbrella,” Woods said. “Those are the levels you aspire to. To have an actual umbrella holder behind you.”
Ohanian appeared to laugh it off in a post on X.“I'm also Olympia's personal umbrella holder,” he wrote on X.
Williams and Ohanian married in November 2017 and just had their second child nearly one year ago. The tennis great is among those taking in the action at the Paris Olympics.
She won a gold medal in the 2012 London Olympics and was the last American tennis player, man or woman, to achieve the feat.
Posted by Ryan Gaydos Share
Katie Ledecky celebrates bronze medal in 400-meter freestyle
American swimming champion Katie Ledecky showed off her bronze medal on Sunday in a post on X, after finishing behind Australia’s Ariarne Titmus and Canada’s Summer McIntosh in the women’s 400-meter freestyle.
Ledecky took a selfie with Titmus and McIntosh with their medals.
“In the 400! Always an honor to race the best in the world and earn a medal for @teamusa,” she wrote on X. “Let’s keep going.”
The 400-meter freestyle isn’t Ledecky’s top event – even though she won gold in the 2016 Olympics. She will defending her 2020 Olympic gold medals in the 800-meter and 1500-meter freestyles later in these Games.
Ledecky’s third-place finish was among the five medals the Americans finished with on the first medal day of the Paris Olympics.
The United States didn’t win gold until Caeleb Dressel, Jack Alexy, Hunter Armstrong and Chris Guiliano led the team to a victory in the 4x100-meter freestyle relay.
Posted by Ryan Gaydos Share
LGBTQ group executive says there's 'much progress to do in society' amid Olympics ceremony backlash
The president of an LGBTQ group in France defended the performances in the Paris Olympics opening ceremonies as criticism has risen over the mocking of The Last Supper.
The opening ceremony featured drag queens, ménage à trois and the parody of one of the most revered moments in Christianity. However, Inter-LGBT president James Leperlier said the country still had a ways to go on inclusivity.
“We know in the LGBTQ community in France we are far from what the ceremony showed. There’s much progress to do in society regarding transgender people. It’s terrible that to legally change their identity they are forced to be on trial,” Leperlier said.
“If you saw the opening ceremony last night you’d think it was like that normally, but it’s not. France tried to show what it should be and not what it is.”
Thomas Jolly, the artistic director for the opening ceremony, also responded to the criticism.
“It feels like the words of somebody who didn’t get on the guest list. We could all be laughing together. It’s sad to me, honestly,” Jolly said.
The Associated Press contributed to this report.
Posted by Ryan Gaydos Share
Retired MLB All-Star Roy Oswalt slams Paris Olympics opening ceremony
Former Major League Baseball star Roy Oswalt was among those who spoke out after a performance during the Paris Olympics opening ceremony mocked The Last Supper.
"Going out on a limb here, but I’m guessing this will be the least watched Olympics in decades with that insulting opening!" he wrote on X.
Oswalt played for the Houston Astros and Philadelphia Phillies, among other teams, during his 13-year MLB career. But he was far from the only person who tuned in and was appalled by what they saw on Friday.
The performance, which also included a young child, drew harsh criticism.
Other acts during the opening ceremony also received mixed reviews from viewers on social media. In one scene, a woman and two men were seen embracing – seemingly suggesting a ménage à trois.
United States and world leaders also weighed in on the controversy of the course of the first weekend of the Games.
Posted by Ryan Gaydos Share
Simone Biles pushes through injury to finish women's gymnastics qualification round
Simone Biles earned top scores in the balance beam, floor exercise, vault and uneven bars as she looked like she was back to her old self on Sunday at the Paris Olympics.
All eyes were on Biles as she returned to Olympics competition three years after suffering through the twisties. She scored a 14.733 on the balance beam, 14.600 on the floor exercise 15.33 on the vault and 14.433 in the uneven bars.Biles was nearly flawless during her uneven bars routine and smiled big after sticking the landing.
Even with the apparent injury, she was still the best on Team USA in those disciplines.
She appeared to tweak something in her lower leg and performed in floor, vault and uneven bars exercises with a taped-up ankle. After he finished off the uneven bars and stuck the landing, she was all smiles.
Biles showed her toughness and will be competing for more gold later in the Olympics.
Posted by Ryan Gaydos Share
Simone Biles performs floor exercise with ankle taped up; Jade Carey stumbles
Simone Biles powered through an apparent left ankle issue to complete her floor exercise in the women’s gymnastics qualification round on Sunday at the Paris Olympics.
Biles was warning up for the competition following a successful run on the balance beam and appeared to tweak something around her ankle and lower calf on her left leg. Biles lost a point performing one of her signature moves, but the difficult was so high already that any missteps on her top moves weren’t doing to cost her too much.
She scored a 14.600. Even with the injury, it was the highest on the team.
Meanwhile, defending floor exercise gold medalist Jade Carey fell trying to compete one of her moves and didn’t score high enough to get to the finals for the event. She scored a 10.633.Carey was expected to get back to the final of the floor exercise after he success in Tokyo last year.
Posted by Ryan Gaydos Share
Simone Biles returns to Olympics competition, gets looked at by trainers
Simone Biles officially returned to Olympics competition on Sunday – three years after she was forced to miss some events at the Tokyo Games because of the twisties.
Biles scored a 14.733 on the balance beam as the Americans started their rotation. She finished first on her team. Suni Lee scored a 14.033, Jordan Chiles had a 13.600 and Hezly Rivera had a 12.633. It was all Smiles for Biles after she stuck the landing. She’s looked back to her old self.
As Biles warmed up for the floor exercise, Biles appeared to tweak something on the lower part of her leg. Biles was seen talking to trainers and receiving tape around her foot on the sidelines.
"This is definitely our redemption tour ," Biles said after she wrapped up U.S. trials and secured a spot on the Olympics team. "I feel like we all have more to give."
Biles is still determined to get back to the podium this summer.
The Associated Press contributed to this report.
Posted by Ryan Gaydos Share
What's on tap for the Paris Olympics today
China added another medal overnight as Xie Yu won the 10-meter air pistol men’s final over two Italian competitors, Federico Nilo Maldini and Paolo Monna.
China has three gold medals to its tally as Sunday’s portion of the Paris Olympics began. There are several events that will award medals over the course of the day.
The women’s 10-meter air pistol women’s final, women’s cross country mountain biking, women’s team archery, judo, women’s skateboarding street final, women’s kayak single final, men’s 400-meter individual medley in swimming, women’s 100-meter butterfly final, men’s 100-meter breaststroke final, women’s foil gold and bronze medal matches and men’s epee individual gold and bronze medal matches.
The United States and Australia are tied for the most total medals at this point. But China and Australia each have three gold medals.
The lone U.S. gold came in the 4x400-meter freestyle relay on Saturday. Caeleb Dressel, Chris Guiliano, Jack Alexy and Hunter Armstrong all picked up the win.
Posted by Ryan Gaydos Share
2024 Paris Olympics: Team USA medal recap for July 27
The first full day of the 2024 Paris Olympic Games has come to a close, and many medals were handed out on Saturday to various countries to kick things off.
As expected, the United States is at the top of pack, collecting five Olympic medals across several competitions. They share the lead spot with Australia, though the Aussies own more gold medals, tallying three to the States’ lone gold.
In total, the United States won one gold, two silver and two bronze medals to kick off their Olympics. Let’s take a look at each victory:
GOLD: MEN’S 4X100-METER FREESTYLE RELAY
Chris Guiliano, Jack Alexy, Hunter Armstrong, and the veteran Caeleb Dressel as the anchor leg blew past their competition to secure the first Olympic gold for the U.S. in these Games.
Thanks to a fantastic third leg by Armstrong, Dressel dove into the water needing to just keep pace to collect his eighth career Olympic gold, and he did just that as he finished two seconds over the Australians, who won silver. Italy came in third for bronze, edging out China – another U.S. rival in Paris.
SILVER: WOMEN’S 4X100-METER FREESTYLE RELAY
The Australians won gold for the fourth straight Olympics in this event, but Simone Manuel made sure that the United States had silver around their necks, as she finished strong at 3:30.20, while China took bronze.
SILVER: WOMEN’S SYNCHRONIZED 3M SPRINGBOARD
The first United States medal of the Paris Olympics goes to divers Kassidy Cook and Sarah Bacon, as the long-time friends and teammates finished just behind China to get the medals started for their country.
Cook and Bacon have known each other since they were eight years old, and that connection bode well for their trip to the podium.
BRONZE: KATIE LEDECKY CLOSER TO HISTORY
It wasn’t the 27-year-old Ledecky’s best in the women’s 400-meter freestyle, but she still managed to collect a bronze medal to add to her illustrious career resume.
After finished 4:00.86 in the event – Australia’s Ariarne Titmus finished at 3:57.49 to secure gold for the second straight Olympics – Ledecky saw the 11th Olympic medal of her career around her neck.
Ledecky will be competing in more events throughout the Olympics, and the current record for most medals by a women’s swimmer is 12.
BRONZE: CHLOE DYGERT RECOVERS FROM CRASH
During the women’s individual time trial in cycling, Dygert was battling some rough downpours throughout the Paris streets as she raced.
At one point, Dygert took a hard fall on the road, but she managed to get back on her bike and finish strong. She was highly emotional after the race after dealing with several health conditions for years prior to competing in Paris, including various leg ailments.
“I'm just thankful that I'm here, you know?" Dygert said. "It's been a long road with my leg... and I'm just really grateful to cross the finish line."
Posted by Scott Thompson Share
Italy track star Gianmarco Tamberi apologizes to wife after losing wedding ring during flag-bearing
Flag bearing duties for Italian high jumper Gianmarco Tamberi went a bit awry during the opening ceremonies of the 2024 Paris Olympics, and it had nothing to do with the green, white and red flag he was waving.
He lost his wedding ring.
Tamberi revealed in an Instagram post that the Seine River, where all the country’s boats had been traveling on during the opening ceremonies, is the new home for his wedding ring as it fell to the bottom.
Tamberi wrote an open letter apology to his wife, Chiara Bontempi, to whom he’s been married for two years.
"I’m sorry my love, I’m so sorry," he wrote in Italian on Instagram, which was translated to English. "Too much water, too many kilograms lost over the last few months and maybe the uncontrollable enthusiasm of what we were doing. Probably all three things."
This is an excerpt from an article by Fox News' Scott Thompson.
Posted by Scott Thompson Share
C Spire pulls Olympics advertising after opening ceremony display many deem to be anti-Christian
The 2024 Olympic Ceremony opened up the games in Paris, France on Friday night, providing spectators with a taste of French culture and blasphemous art, leading to Christians around the world being offended and at least one sponsor dropping out.
Mississippi-based telecommunications and technology company C Spire posted on X that it had pulled all of its advertising from the Olympics over the ceremony’s mockery of painting created to show a biblical moment crucial to the Christian faith.
"We were shocked by the mockery of the Last Supper during the opening ceremonies of the Paris Olympics," the company posted. "C Spire will be pulling our advertising from the Olympics."
The four-hour spectacle was held along the Seine River, featuring global stars like Celine Dion and Lady Gaga, both of whom are considered icons for the queer community.
This is an excerpt from an article by Fox Business' Greg Wehner
Posted by Scott Thompson Share
Hall of fame gymnast Wendy Hilliard’s reflection on representing the US
Superstar American gymnasts Simone Biles, Gabby Douglas and others have certainly helped shine a light on the sport in recent years.
A legendary American gymnast is doing her part to build off that momentum by making sure young athletes who are interested in the sport, particularly those who are growing up in underserved communities, are not left behind.
Wendy Hilliard rose to fame when she became the first Black rhythmic gymnast to represent the U.S. on the global stage. She later launched the Wendy Hilliard Gymnastics Foundation in 1996. The organization seeks to "empower the lives of young people from underserved communities by improving physical and emotional health through the sport of gymnastics."
"I became a coach after I retired… moved to New York. My gymnast made the Olympic team in 1996, and then I wanted to go back to grassroots training because the sport was not so diverse. So I started a foundation and we were pretty quiet for a while," Hilliard told Fox News Digital.
This is an excerpt from an article by Fox News Chantz Martin.
Posted by Scott Thompson Share
Rap legend Snoop Dogg celebrates first US gold with star swimmer's wife in heartwarming moment
Team USA swim star Caeleb Dressel was leading the pack in the men’s 4x100-meter freestyle relay final on Saturday night at Paris La Defense Arena, as he chased his eighth Olympic gold medal.
And while Dressel was giving it his all in the pool for the United States’ first Olympic gold medal in these Paris Games, every U.S. supporter in the crowd was on their feet going wild.
Among them was legendary rapper Snoop Dogg and Dressel’s wife, Meghan, with their sleeping baby in hand going wild together as the race came to its dramatic finish.
A video that circulated on social media shows Dogg and Dressel screaming toward the pool, egging on Team USA to secure the gold. Luckily for Baby Dressel, earmuffs were on to keep his sleep intact.
Once it was certain the U.S. would win the medal, Dogg and Dressel high-fived in elation for what they just witnessed.
This is an excerpt from an article by Fox News' Scott Thompson.
Posted by Scott Thompson Share
IOC apologizes after South Korea was introduced as North Korea in opening ceremony
Olympic Games organizers said they “deeply apologize” for introducing South Korea’s athletes as North Korea during the opening ceremony on Friday. The South Korean boat was announced in both French and English as the Democratic People’s Republic of Korea. South Korea is the Republic of Korea.
“We deeply apologize for the mistake that occurred when introducing the Korean team during the opening ceremony broadcast,” the IOC said in a post on X in Korean. IOC President Thomas Bach called South Korean President Yoon Suk Yeol on Saturday and apologized over the incident, Yoon’s office said in a statement.
Yoon told Bach that the South Korean people were “very shocked and embarrassed” over the incident and asked for an apology and to ensure that the mistake does not happen again. IOC spokesperson Mark Adams called the error “clearly deeply regrettable.”
The Associated Press contributed to this report.
Posted by Scott Thompson Share
Canadian women's soccer team penalized for drone spying scandal
The Canadian women’s soccer team was dealt a heavy blow Saturday after FIFA announced the women's national team would be deducted six points from the standings in the Paris Olympics after staffers were caught using drones to spy on New Zealand during closed-door training sessions.
Following its investigation, the FIFA Appeal Committee announced the Canadian Soccer Association was responsible for failing to ensure its staff members were in compliance with Olympic rules.
FIFA said Saturday that head coach Bev Priestman and two staffers were banned "from taking part in any football-related activity for a period of one year." Canada Soccer was also fined $226,000.
Canada Soccer can appeal the decision before the Court of Arbitration for Sport.
The points deduction, if upheld by the CAS judges, does not eliminate Canada from the tournament, but it could mean the team must win all three games in Group A to advance with three points, likely as a runner-up in the standings.Canada's next match is Sunday against France.
This is an excerpt from an article by Fox News' Paulina Dedaj.
Posted by Scott Thompson Share
Jillian Michaels blasts opening ceremony following Last Supper ‘mockery’
Fitness guru Jillian Michaels slammed the opening ceremony of the 2024 Paris Olympics for what she called a "mockery" of "The Last Supper."
Michaels addressed the LGBTQ+ community on social media for the "hypocrisy" and "lack of understanding" that she says she saw in the parody of "The Last Supper," which featured several drag queen performers.
"Dear fellow gays… We demand tolerance and respect but then make a mockery of something sacred for over 2 billion Christians," Michaels wrote in a post on X.
"This type of hypocrisy and lack of understanding is a bad look. We get outraged when the extreme right bashes us, but then we do this s---. What kind of reaction do you think they will have towards the LGBTQ+ community after this. This is NOT how we break down barriers, it's how you build them."
This is an excerpt from an article by Fox News' Paulina Dedaj.
Posted by Scott Thompson Share
What are Olympic medals made of?
The best athletes in the world all compete in the Olympics Games for one thing: a gold medal.
But what is the medal actually made of? It turns the gold medal is actually made up out of mostly silver. According to The New York Times, the IOC has required that gold medals must be made of at least 92.5 percent silver. The gold medal only contains about six grams of gold, which encases the exterior part of the medal.
The silver medals are made of pure silver, while bronze medals are about 95% copper and 5% zinc. But the 2024 Paris Olympic Games medals will have their own special touch.
Each medal will contain an 18-gram, hexagonal piece of wrought iron from the monumental Eiffel Tower. The iron was removed from the Eiffel Tower in the 20th-century renovation and has been preserved. The back of the Olympic medals will have the standard Olympic rings and the Greek goddess of victory – Nike.
Posted by Scott Thompson Share
USMNT dominates New Zealand with 4-1 victory in group stage at Paris Olympics
The United States men's soccer team dropped its opening game at the Paris Olympics, but they bounced back on Saturday and cruised to a 4-1 victory over New Zealand.
The win was crucial for the men's team, as they entered Saturday's game needing to come out victorious in order to avoid an early exit from the Summer Games.
France shutout the U.S. earlier in the week, while New Zealand defeated Guinea — the USMNT's next opponent.
This is an excerpt from an article by Fox News' Chantz Martin.
Posted by Paulina Dedaj Share
Gretchen Walsh sets Olympic record in Summer Games' debut
In her Olympic debut, Gretchen Walsh set the Olympic record in the 100-meter women’s butterfly.
Walsh, 21, completed the semifinal in 55.38 seconds, just two-tenths of a second away from breaking her own world record that she set last month. In just the last year, Walsh has set American, U.S. Open and NCAA records in the 50-meter freestyle, 100-meter butterfly and the 100-meter freestyle while attending the University of Virginia.
She is the younger sister of fellow Team USA Olympian Alex Walsh, who won a silver medal in the Tokyo 2020 Olympic Games in the women’s 200-meter individual medley.
Fox News’ Ryan Canfield contributed to this report.
Posted by Paulina Dedaj Share
Breaking News
US secures first Olympic gold medal in men's 4x100-meter freestyle relay
Team USA has earned its first gold medal of the 2024 Paris Olympics in the men's 4x100-meter freestyle relay.
Caeleb Dressel, Jack Alexy, Chris Guiliano, and Hunter Armstrong came out on top with an official time of 3:09.28.
They defeated silver medalist Australia by one 1.7 seconds, followed by Italy with a time of 3:10.70.
Posted by Paulina Dedaj Share
Olympics postpone first event due to poor weather
The first event of the skateboarding competition at the Paris Olympics was postponed after rain continued overnight and into the morning on Saturday.
The rain was steady throughout the opening ceremony on Friday while boats made their way up the Seine River.
Skateboarding is played at the outdoor venue of La Concorde Urban Park in Paris. The sports governing body, World Skate, cited adverse conditions for the move. The men’s street skateboarding has been moved Monday, while the women’s event is unaffected and scheduled for Sunday.
No other events have yet to be disrupted by the rain.
Posted by Paulina Dedaj Share
Breaking News
Katie Ledecky wins Team USA's first swimming medal in 400m free
American swim legend Katie Ledecky has kicked off her Olympics journey in Paris with a medal in her first swimming final on Saturday, earning a bronze medal in the women's 400-meter free.
She finished behind first place winner Ariarne Titmus of Australia and Canada's Summer McIntosh. Ledecky finished with an official time of 4:00.86, more than three seconds behind Titmus.
Her bronze medal finish followed heartbreak on the men's side after first time Olympian Aaron Shackell failed to podium in the men's 400-meter free.
Posted by Paulina Dedaj Share
US Tennis star Tommy Paul sets sights on Paris Olympics
Tommy Paul will be officially representing the Stars and Stripes this month in Paris for the second time - but that's nothing new for him.
Paul is a one-time Olympian (he was ousted in the first round back in 2021 in Tokyo), but after a Wimbledon quarterfinal appearance earlier this month, he likes his chances this time around.
"I'm so excited. The last time, I didn't go into the Olympics super prepared. I was coming off an injury, so I'm looking at it like the last time I went to be an Olympian - this time, I'm trying to bring back a medal," Paul said in a recent interview with Fox News Digital.
Sure, if he wins gold in Paris, it'd be the first time Paul would hear the national anthem after a victory in an individual setting. Again, this is where he officially represents his United States.
This is an excerpt from an article by Fox News' Ryan Morik.
Posted by Ryan Morik Share
Peyton Manning stops by US men’s basketball practice
Team USA’s men’s basketball team certainly doesn’t need any words of encouragement, but if Peyton Manning is offering, that’s a different story.
The Hall of Fame quarterback stopped by to see the men’s national team in Paris before they take the court in their first game against Serbia on Sunday.
Team USA is by far the most successful Olympic basketball team. They have a 138-5 record, including 16 gold medals, one silver and one bronze. The Americans have won four straight gold medals in the last four Summer Games.
Posted by Paulina Dedaj Share
What are the different fencing blades used in the Olympics?
Fencing is one of the five sports that permanent fixture at the Olympic Games since the modern Games inception in 1896.
The lamé is an electrically conductive garment worn over the scoring area for each fencing sword type. The lamé enables hits to register automatically.
The lamé may cover more or less of the body depending on which blade the fencer uses. There are three different kinds of blades used in the modern fencing: foil, épée, and sabre.
The foil blade weighs a maximum of 500 grams (1.1 lbs.) and is a thrusting weapon. When using the foil only the tip of the blade counts with the target area of the torso, which is covered by lamé.
The foil is the most familiar of the three disciplines. It has the smallest target area and is light, allowing for numerous different attacks.
The épée is also a thrusting blade but has a maximum weight of 775 grams (1.7 lbs.). Only the tip of the blade counts when making contact with the opponent, but your own target area is the entire body so there is no lamé.
The main differences from the épée and the foil, is that you cannot use the “flick attack” with the épée blade because it is so much heavier. The other difference is the whole body is a scoring area.
The sabre is a cutting and thrusting weapon with a maximum weight of 500 grams (1.1 lbs.). The entire blade can be used to score with the target area being the upper half of the body, that includes face mask and neck bib. The entire upper half is covered by lamé.
The main difference with the sabre blade is that the body of the blade scores in addition to the tip.
The first to 15 points wins with the action taking place in three three-minute periods, with one-minute intervals as breaks.
Posted by Paulina Dedaj Share
Samoa boxing coach dies in Olympic village after suffering cardiac arrest
Lionel Fatu Elika, the national boxing coach of Samoa, died at the 2024 Paris Olympics on Friday after reportedly suffering cardiac arrest while at the Olympic village.
He was 60 years old. The Samoa Association of Sport and National Olympic Committee (SASNOC) released a statement confirming the news of his death.
"Lionel was one of Samoa’s top boxing coaches and a great believer in the Olympic ideal," Samoa NOC president Pauga Talalelei Pauga said.
"Our thoughts and those of the entire Samoan sporting community are with Lionel’s family, his boxers, and friends. He will be greatly missed."
According AFP, he suffered cardiac arrest while at the Olympic village, where he was treated by emergency services. His cause of death was listed as "natural causes."
This is an excerpt from an article by Fox News' Paulina Dedaj.
Posted by Paulina Dedaj Share
What is the EOR Olympic team?
There are technically no countries competing in the Olympic Games, but rather athletes from National Olympic Committees (NOCs).
There are 206 NOCs and the IOC’s Refugee Olympic Team (EOR) taking part of the 2024 Paris Games.These Games will be the third Olympics for the EOR team. The EOR team made their Olympic debut at the 2016 Rio Olympic Games with 10 athletes on the team.
The IOC created the team to make sure people displaced from their country would have access and funding to participate in sports at the highest level.
Despite COVID, the EOR had 29 athletes at the 2020 Tokyo Games. The 2024 EOR team consists of 37 athletes from 11 different nations.
These are the nations the athletes come from:
Iran
Afghanistan
Syria
South Sudan
Sudan
Eritrea
Democratic Republic of the Congo
Cameroon
Ethiopia
Venezuela
Cuba
Posted by Paulina Dedaj Share
American cyclist Chloe Dygert claims bronze despite crashing out in women’s time trial
Two-time Olympic medalist Chloe Dygert earned another medal at the 2024 Paris Games after winning bronze in the women’s cycling time trial with an official time of 39:38.24 on Saturday.
Dygert’s third medal came amid heavy rains in the streets of Paris which made for a slick course. The reigning time trial world champion, who was the favorite heading into the event, had to quickly remount after crashing out hard on a left-hand turn.
She finished behind gold medalist Grace Brown of Australia, and Anna Henderson of Britain.
The Associated Press contributed to this report.
Posted by Paulina Dedaj Share
Which sports will be excluded from the 2024 Summer Olympics?
Though the Olympic Games are filled with a number of entertaining sports, there are some excluded from the summer events that might be a surprise to many.
Baseball, America's favorite pastime, has been part of the Olympics before. However, it will be absent this year as the typical 162-game MLB season is within the same time as the Olympics. Because of this, scheduling conflicts for professional players have halted the game from being played.
Softball is also excluded from the 2024 Summer Olympics. This is due to the popularity of the sport, as host cities are the ones allowed to add sports to their program, according to the International Olympic Committee’s (IOC) rules.
Karate debuted as an Olympic sport in 2020, but will not be returning in 2024, as organizers felt the sport "lacked entertainment value and the ability to attract a younger audience.”
In 2028, the United States will be hosting the Summer Olympics in Los Angeles, California, and although karate still didn’t make the cut, baseball and softball will be included.
Fox News' Gabriele Regalbuto contributed to this report.
Posted by Paulina Dedaj Share
NBA star Anthony Edwards challenges Team USA table tennis squad
Not many would be able to shut out Minnesota Timberwolves star Anthony Edwards, but the U.S. table tennis team thinks they could easily do so on their own court.
While doing an interview during the Paris Olympics opening ceremony, Team USA teammate Steph Curry interrupted to tell Edwards that members of the table tennis squad were doing a little friendly trash talking.
“They said they can smack you 21-0,” Curry said
“I don’t believe it, I don’t believe it,” Edwards responded. “I’m not having it… I’m scoring one point.”
The U.S. has four athletes competing in table tennis: Kanak Jha, Rachel Sung, Amy Wang, and Lily Zhang. Their events begin Saturday.
Posted by Paulina Dedaj Share
USWNT's Lindsey Horan shares her national anthem ritual ahead of Paris Olympics
Every athlete has a process for getting mentally prepared for the task ahead, especially those getting ready to represent their country in the Paris Olympics.
For United States women's national soccer team captain Lindsey Horan, she uses the national anthem to get focused every time she steps foot on the pitch. While the national anthem has been a controversial topic for the U.S. women's national team, including this past year's Women's World Cup, Horan has been spotted singing the anthem while lined up with her teammates before a match.
Ahead of this year's Paris Olympics, Horan explained why she loves singing "The Star-Spangled Banner" as it rings out through stadiums all over the globe, and how it gets her mind right before a competition.
"I think obviously it’s an individual choice," Horan told Fox News Digital, while discussing her partnership with Francis Ford Coppola Winery and its Diamond Collection launch earlier this week.
This is an excerpt from an article by Fox News' Scott Thompson.
Posted by Paulina Dedaj Share
Chiefs’ Harrison Butker calls Paris Olympics parody of Last Supper 'crazy'
Kansas City Chiefs kicker Harrison Butker slammed the Paris Olympics opening ceremony after one of the performances included drag queens among other performers parodying “The Last Supper.”
Butker, who went viral back in May for sharing his faith-based views during a commencement speech at a Catholic college in Kansas, took to social media to share his take.
“This is crazy,” he wrote on a post in his Instagram Stories.
In a clip of the scene shared by Butker , several drag queens and other performers can be seen mocking the scene famously painted by Leonardo da Vinci which depicts Jesus and his apostles sharing a final meal before the crucifixion.
This is an excerpt from a report written by Fox News' Paulina Dedaj.
Posted by Paulina Dedaj Share
Track star Noah Lyles discusses his struggle representing Team USA
Not only is Noah Lyles the face of track and field in the United States, he just might be the face of the sport around the globe.
The 26-year-old is fresh off three gold medals in the World Championships last year in Budapest, and now he is gearing up for the 2024 Olympics in Paris.
Lyles is the heavy favorite to win the 200-meter, and he's a candidate to break Usain Bolt's world record of 19.19. He's set to compete in four events: the 100-, 200-, 4x100- and 4x400-meter races.
However, Lyles says representing the country is "contradicting."
"It’s a bittersweet moment. I’m American, and I truly believe that we are the best in the world, especially when it comes to sports. We have definitely been proving that dominance. … And it feels good to add on to that collection that the U.S. is the best," Lyles said in a recent interview with Fox News Digital.
This is an excerpt from an article by Fox News' Ryan Morik.
Posted by Paulina Dedaj Share
Katie Ledecky sends strong message in women’s 400m free prelim
American swimming legend Katie Ledekcy took first place in the women’s 400m free prelim on Saturday, out pacing Australia’s Ariarne Titmus in the final lap of their heat.
The win comes amid a heated rivalry between Team USA and Australia. Earlier this year, comments made by Australian swimmer Cate Campbell resurfaced just before the Olympic trials.
In an interview after the 2023 World Championships, Campbell characterized the U.S. competitors as "sore losers" after Australia captured more gold medals at the event.
"Australia coming out on top is one thing, but it is just so much sweeter beating America," Campbell said. "There were a couple of nights, particularly the first night of competition, where we did not have to hear the ‘Star Spangled Banner’ ring out through the stadium, and I cannot tell you how happy that made me. If I never hear that song again, it will be too soon. Bring on Paris, that’s all I have to say. U.S., stop being sore losers."
Campbell failed to qualify for Paris after finishing in seventh place in the 50m freestyle last month.
The women’s 400m free final is scheduled for 2:52 p.m.
Posted by Paulina Dedaj Share
A look at the first medal events for the Paris Olympics
The first Olympic events started roughly 48 hours before the opening ceremony, and now, just mere hours afterward, medals are about to handed out.
Soccer and rugby began on Wednesday, while handball and archery started their competitions on Thursday; Friday marked the start of shooting.
Here's a look at all the medal events slated for Saturday.
Cycling
Both the men's and women's road final take place early Saturday morning beginning at 8:30 a.m. ET.
Judo
The women's 48kg and men's 60kg divisions will crown their champions on Saturday.
Skateboarding
It's the men's street final coming and going early - competition starts at 11 a.m.
Rugby Sevens
The winners of South Africa and France, and Fiji and Australia, will go right back at it on Saturday to try for gold.
Fencing
The women's individual épée men's individual sabre winners will both be crowed in the 3:00 p.m. ET hour.
Swimming
One of the most popular sports in the Olympics will already be hot and heavy on Saturday, as we will have both the women's and men's 4x100-meter freestyle relay.
Posted by Paulina Dedaj Share
Team USA's Brody Malone struggles on horizontal bars, falls twice
Three-time national champion Brody Malone is off to a rough start at the Paris Olympics.
The 24-year-old former Stanford standout fell twice during his routine on the men’s horizontal bars – an event where he won gold in the 2022 World Championships and 2022 Pan American Championships.
He got back up and finished with a score of 12.233 in the men's qualifying heat for that event.
Malone returned to competition after his career was nearly derailed by a devastating right knee injury in March 2023 that required three surgeries.
"It was just a rough day, there's really no other way to put it," Malone told NBC's broadcast after the event.
The Associated Press contributed to this report.
Posted by Paulina Dedaj Share
Who is Caeleb Dressel? USA's Men's Swimming Olympian
Caeleb Dressel, 27, is a two-time Olympian making his debut at the Rio Olympic Games in 2016 and then later in the Tokyo Olympic Games in 2020.
Dressel is a seven-time gold medalist: in 2016 he won gold in the 4 x 100m men’s freestyle relay, 4 x 100m men’s medley relay, and the 100m men’s freestyle. In 2020 he won gold in the 100m men’s butterfly, 100m men’s freestyle, 4 x 100m men’s medley relay.
Dressel went to the University of Florida, where he was a 28-time All-American selection – the most that can be achieved in a four-year career. He is also a 10-time NCAA champion, surpassing Ryan Lochte’s eight for the most in school history on the men’s side. Dressel has one of the greatest college swimming resumes of all time.
Fox News' Ryan Gaydos contributed to this report.
Posted by Paulina Dedaj Share
Team USA wins silver in women’s synchronized 3-meter springboard
Americans Sarah Bacon and Kassidy Cook took home the first medal for the United States in the Paris Olympics on Saturday as they finished with a silver in the women’s synchronized 3-meter springboard event.
Bacon and Cook finished behind China’s team of Yani Chang and Yiwen Chang and ahead of Great Britain’s Yasmin Harper and Scarlett Mew Jensen. They had 314.64 points in the event.
Bacon and Cook missed out on the Olympics last year. But Cook competed in the 3-meter springboard competition in the 2016 Olympics and finished in 13th.
Both divers are renowned on the world stage with multiple medals. Bacon won a gold in the 2019 World Championships in the 1-meter springboard.Chang and Chen dominated the event with 337.68 points. The two divers picked up their first Olympic medals of their careers and add more gold to their resumes. They have multiple gold medals on the world championships.
China already picked up a gold medal in shooting earlier in the day and now have two on their total.
Posted by Ryan Gaydos Share
China wins first gold medal of Paris Olympics
China’s Huang Yuting and Sheng Lihao picked up the first gold medal of the 2024 Paris Olympics on Saturday as they topped South Korea’s Keum Ji-hyeon and Park Ha-jun in the 10-meter air rifle mixed team, 16-12.
It’s China’s 68th medal in the sport of shooting and 27th gold medal. It was Huang’s first medal in the sport and Sheng’s second medal. Sheng won a silver medal in the 10-meter air rifle at the Tokyo Olympics in 2021.
The Chinese pair’s win in Paris followed their gold medal victory in the World Championships in Baku, Azerbaijan last year.
It’s the first Olympic medals for the South Korean pair. Keum won a gold medal in the women’s 10-meter air rifle at the World Cup earlier this year.
Kazakhstan took home the bronze medal in the event earlier in the day. It was the country’s fourth medal in the sport – its second bronze. They topped Germany 17-5. Alexandra Le and Islam Satpayev were the representatives for Kazakhstan.
Posted by Ryan Gaydos Share
Kazakhstan picks up first medal of Paris Olympics
Kazakhstan’s Alexandra Le and Islam Satpayev were awarded the first medals of the Paris Olympics on Saturday as they defeated Germany’s Anna Janssen and Maximilian Ulbrich in the 10-meter air rifle mixed team.
The Kazakhstan team won the match 17-5. Le and Satpayey topped Great Britain’s Seonaid McIntosh and Michael Bargeron on Thursday.
Kazakhstan took home eight medals, all bronze, at the Tokyo Olympics in 2021. The team had 17 total medals, including 10 bronze, five silver and two gold, at the 2016 Rio de Janeiro Games.
The Kazakhstan team only had three medals in the sport going into bronze medal match. The team won two silver and a bronze and now have more bronze to add to their total.
Sergey Belyayev had two silver medals in the men’s 50-meter rifle prone and the men’s 50-meter prone meter rifle three positions in the 1996 Atlanta Olympics. Vladimir Vokhmyanin won the men’s 25-meter rapid fire pistol.
Posted by Ryan Gaydos Share
Paris Olympics' first medals to be handed out
The Paris Olympics are officially off and running after Friday night’s incredible opening ceremonies that saw athletes float down the River Seine.
On Saturday, the first official medals will be handed out. Several events were underway as Americans and others in the Western Hemisphere began to wake up.
Competitors in shooting, cycling road, judo, rugby sevens, fencing and swimming will be receiving the awards over the course of the day. A bronze medal match started the events in 10m air rifle mixed between Kazakhstan and Germany. The gold medal match was immediately after between China and South Korea.
Later in the day, a medal in women’s 400-meter freestyle will be given out. It will be an event most people will be tuning in to watch. Katie Ledecky, Ariane Titmus and Summer McIntosh will certainly look to steal the show on Saturday afternoon.
“I'm looking forward to the 400 free, day one. I like my chances,” Ledecky said, via the Olympics’ website. “I'm prepared and ready to race.”
Posted by Ryan Gaydos Share
Who stays at the Olympic Village and what are the rules?
The Olympic Village is comprised of 10,000 athletes, and a dining hall that can accommodate 3,500 people that will be open around-the-clock.
The dining hall will offer an array of diverse cuisines or grab-and-go options for athletes who are on the go.Some of the athletes are sleeping on cardboard beds with a mattress on top of them. A main theme of the Paris 2024 Games is sustainability, and all the cardboard beds will be recycled and reused.
The Olympic athletes must reside with their country's team, there are no sharing apartments with another country.The security is airtight, no friends and family are allowed in the Village. The only people residing in the Village are athletes, coaching staff, medical personnel, and security.
Athletes who are minors, must room with only other minors on the team.
Quiet hours are enforced daily from 10 p.m. to 7 a.m. local time.
This year the Olympic Village will be located north of the center of Paris in the communes Saint-Denis, Île-Saint-Denis and Saint-Ouen, just five minutes away from Stade de France.
Following the Games, the Olympic Village will turn into a place for 6,000 inhabitants, as the city is using the Olympic Games as an opportunity for urban development.
For the first time in Olympic Games history, there will be a ‘Floating Olympic Village’ on a 230-passenger ship named Aranui 5 for those athletes who taking part in the water-based events in Tahiti.
The same rules regarding who can enter the ship will be the same for those staying in the Village at Paris.
Fox News' Ryan Gaydos contributed to this report.
Posted by Ryan Canfield Share
What is the Olympic Village?
The Olympic Village was created a century ago, at the Paris 1924 Olympic Games.
“In bringing young people from every nation together, (the Olympics will) help foster this sense of cordiality that teaches men to become acquainted with each other better first and then hold each other in higher esteem,” Frantz Reichel, the secretary general of the organizing committee of the Olympic Games Paris 1924, said in the Official Report of the Games.
Fast-forward to present day, and now most Olympians cannot imagine what the Games would be like without it. The Olympic Village serves as a melting pot for all the athletes from all across the world to mingle and make friendships.
“If you get rid of the Olympic Village , you get rid of a part of the Games,” Henri Specht, the director of the Olympic and Paralympic Village project at SOLIDEO, said, via the IOC.
“It’s probably the only place and the only time on the planet when you have so many countries coming together at the same location. I think that every nation is very attached to the Village and the athletes who have in it have come out with a unique life experience.”
Fox News' Ryan Gaydos contributed to this report.
Posted by Ryan Canfield Share
What do the Olympic rings stand for?
The Olympic rings are plastered all throughout the world during Olympic times. But what do they actually stand for?
The logo was designed and hand-drawn in 1913 by Pierre de Coubertin, the founder of the modern Olympic Games.
The five rings were drawn to pay tribute to Games’ athletes. Each ring was representing a region of the world where the athletes came from: Africa, the Americas, Europe, Asia.
The rings colors – from left to right – are blue, yellow, black, green, and red. They are put over a white background to symbolize the Olympics universality.
While the iconic design was done in 1913, and the flag with the logo coming a year later in 1914, it was not until 1920 where the rings made their Olympic debut.
“These five rings represent the five parts of the world now won over to the cause of olympism and ready to accept its fecund rivalries.” Founder of the Olympic Movement Pierre de Coubertin said.
“What is more, the six colors this combined reproduce those of all nations without exception.”
Fox News' Ryan Gaydos contributed to this report.
Posted by Ryan Canfield Share
What is the Olympic motto?
The Olympic motto comes from before the official Olympic Games began.
The original motto was first said in 1881 by the Dominican priest Henri Didon in the opening ceremony of a sports event.
In Latin, the motto is, “Citius, Altius, Fortius.” In English that translates to “Faster, Higher, Stronger.”
Pierre de Coubertin, the founder of the Olympic movement, was in the crowd for Didon’s speech and adopted those words as the Olympic motto in 1894.
“It expresses the aspirations of the Olympic Movement,” the IOC said. “Not only in its athletic and technical sense but also from a moral and educational perspective.”
The motto was changed during a session of the International Olympic Committee in July of 2021.
It now reads in Latin, “Citius, Altius, Fortius – Communiter.” Which in English translates to “Faster, Higher, Stronger – Together.”
The change was made to recognize the “unifying power of sport and the importance of solidarity.”
Fox News' Ryan Gaydos contributed to this report.
Posted by Ryan Canfield Share
Harrison Butker, Riley Gaines speak out on opening ceremony's Last Supper parody
The 2024 Olympics opening ceremony in Paris has sparked international outrage with drag-queen themed imagery of religious and historical figures.
One display on Friday showed what appear to be numerous performers, including drag queens and a large woman in an aureole halo crown, parodying "The Last Supper," a universally recognizable painting by renaissance artist Leonardo da Vinci of Christ and his apostles.
Harrison Butker, an NFL football player who made headlines with his speech about Catholic faith quoted scripture to condemn the display, writing, "Be not deceived, God is not mocked. For what things a man shall sow, those also shall he reap. For he that soweth in his flesh, of the flesh also shall reap corruption. But he that soweth in the spirit, of the spirit shall reap life everlasting.’ Galatians 6:7-8."
"Men in wigs front & center at the Olympic Games," OutKick's Riley Gaines wrote in a social media post of her own. "No one ever tell me this group is ‘oppressed’ or ‘marginalized’ again."
This is an excerpt from a report written by Fox News' Alexander Hall.
Posted by Ryan Morik Share
How will the Summer Olympics impact France’s economy?
The Summer Olympics may only take place for a couple of weeks, but the impact they have on France’s economy can stretch out for years.
A study done by the French Center for Sports Law and Economics back in 2016 said that the 2024 Olympics “may generate at up to $11.6 billion and up to 247,000 jobs.”
“Of the $11.6 billion, approximately $1.5-$3.79 billion (13-33%) is attributed to tourism-related economic impact,” the study said.
This study was conducted before the COVID-19 pandemic and the surge in inflation, so you must take the above numbers with some caution.
Hotel rooms have been at a premium, and with that the cost of hotels in and around Paris have skyrocketed. Three-star to five-star hotel prices have risen anywhere from 41%-64% above the yearly average during the Olympic Games.
To go along with the price increase, the tourist tax is now up to 200%. The tax brings room prices from $2.82 to $16.23 per night per Oxford Economics.
The hope for the French is that the tourists who visit during the games may come back and see things they did not get a chance to see during the Games.
France will draw about 101 million international tourists this year, the most of any Europe destination and up from 98 million tourists in 2023 according to Oxford Economics. However, most of those tourists are coming for the Olympic Games.
International tourism from before and after the Olympic Games is down compared to what it normally is. The high tourism tax’s duration is not just for the Olympic games and could be deterring travelers from visiting France outside of when Games occur.
The IOC understands the ramifications of what the Olympic Games can mean to a city and a country in the long term.
“As the first Olympic Games aligned with Olympic Agenda 2020, Paris 2024 is proving that the Games can bring substantial economic benefits to their hosts, while being socially and environmentally responsible.” Olympic Games executive director Christophe Dubi said via the IOC.
“These are Games that truly adapt to the needs of their host and to the times we live in, creating an impactful legacy before the Opening Ceremony and long after the sporting competitions have ended.”
Per the IOC, about 181,000 people are currently working or set to work in roles connected with the Games.
“Eighty per cent of the public investment is going to Seine-St-Denis, one of the youngest and most disadvantaged departments in France. The Olympic Village, for example, situated in Seine-Saint-Denis, will provide 2,800 housing units and two new schools, benefitting 6,000 residents.”
The goal for the IOC is for the Olympics not to just have a short-term impact on the economy, but a long-term one that leaves the host city in a better place after the games than before.
Fox News' Ryan Gaydos contributed to this report.
Posted by Ryan Canfield Share
How expensive is it for a country to host the Olympics?
How expensive is it to host the Olympics? In short, quite expensive.
Paris has already spent $9.7 billion on Olympic expenses, and the French taxpayers are paying for about $3.25 billion of that according to The Associated Press.
There is no guarantee you end up making that money back either.
The IOC projects Paris’ will receive $12.2 billion of economic benefit from these games, leaving them in the black should they come true.
The IOC says that the “economic benefits for the city, region, and country and predicted to far outweigh the Games-related investments.
Yet the numbers from past games tell a different story.
In 2012, London spent $14.6 billion and generated $5.2 billion. In 2010, Vancouver spent $7.6 billion yet only brought in $2.8 billion.
In 2008, Beijing spent a whopping $42 billion and only brought in $3.6 million.
According to the University of Oxford, every Olympics since 1960 – except for the 1984 Olympics in Los Angeles – has been over budget by an average of 172%.
The reason the 1984 Olympics were profitable for Los Angeles was because most of the infrastructure required for the Games were already built.
A lot of cities that were over their budget built brand new stadiums for the Olympic Games. Those stadiums have been seldom used since the Games left their respective cities.
Paris has only built one competitive venue for the 2024 Games, relying on previously built infrastructure and temporary venues to avoid having to build so many new venues.
Time will tell if the 2024 Paris Games can join the 1984 Los Angeles Games as being the only Olympics that has been profitable in the last 64 years.
Fox News' Ryan Gaydos contributed to this report.
Posted by Paulina Dedaj Share
Céline Dion wows with stunning performance at Olympics amid ongoing health issues
Singing atop the Eiffel Tower, Céline Dion performed Edith Piaf's "Hymne à l'amour" to close out the opening ceremony. It was her first live performance since announcing her ongoing battle with stiff-person syndrome.
Dion was diagnosed with SPS in late 2022, causing her to postpone a tour. It is described by the National Institute of Neurological Disorders and Stroke as a rare and progressive neurological disorder which causes rigid muscles and painful muscle spasms.
The beloved singer has opened up in the past about how the condition has affected her ability to sing and walk.
Onlookers, including Kelly Clarkson on NBC’s broadcast, were left speechless and brought to tears by the Olympic performance.
The Associated Press contributed to this report.
Posted by Paulina Dedaj Share
Breaking News
2024 Paris Games officially begin with Olympic cauldron lighting
The 2024 Paris Olympics have officially begun after the Olympic cauldron was lit by a pair of French Olympians, three-time Olympic Judo gold medalist Teddy Riner and Marie-José Pérec, a three-time Olympic gold medalist in track and field.
About 10,000 people were chosen to carry the flame across France from the southern city port of Marseille, where it arrived on May 8, to the opening ceremony on July 26.
In the final leg of the relay, tennis greats Rafael Nadal and Serena Williams were among the group of athletes that took the torch by boat back up the Seine River where French tennis legend Amélie Mauresmo would take over and run it through the streets of Paris to the Louvre.
Several other French athletes, including the oldest living French Olympian Charles Coste, got a chance to pass the torch before the cauldron - a hot air balloon - was lit.
The Associated Press contributed to this report.
Posted by Paulina Dedaj Share
IOC president Thomas Bach opens Olympics with message of solidarity
International Olympic Committee president Thomas Bach officially welcomed the more than 6,800 athletes that participated in the opening ceremony on Friday night with a strong message about “solidarity.”
“You have come to Paris as athletes, now you are Olympians. Stepping into the Olympic village like generations of athletes before you: now I’m part of something bigger than myself. Now we all are part of an event that unites the world,” he said.
“As olympians we care for each other. We not only respect each other, we live in solidarity with each other.”
“In a world torn apart by wars and conflicts, it is thanks to this solidarity that we can all come together tonight."
There are 205 National Olympic Committees (NOCs) participating in the Paris Olympics.
Posted by Paulina Dedaj Share
USA track star Noah Lyles paints 'ICON' on fingernails for opening ceremony
The face of U.S. men's track and field is reminding everyone that that is still the case.
Noah Lyles is the overwhelming favorite to win the 200-meter race at the 2024 Summer Olympics in Paris (he's even going for the world record), and he's very likely to medal in the 100-meter, as well.
The 27-year-old Gainesville, Florida, native has yet to bring home Olympic gold (he earned bronze in the 200-meter in 2021), but he tore it up in the world championships recently to make himself a force to be reckoned with.
Lyles has taken home six golds in worlds, including three last year in Budapest (100-meter, 200-meter and 4x100-meter relay). Understandably, he's confident in what he can do in Paris.
So, prior to heading out on Team USA's boat for the opening ceremony, he put one word on his fingernails: "ICON."
This is an excerpt from an article by Fox News' Ryan Morik.
Posted by Paulina Dedaj Share
Olympic Champion Ryan Crouser commends Paris Olympics for promoting unity
Seeing sports as unifying is not a new concept.
Earlier this week, International Olympic Committee President Thomas Bach spoke to an audience that included French President Emmanuel Macron and other officials, addressing the importance of promoting "Olympic values" during a period of overwhelming global conflict. He later met with hundreds of Olympic athletes in the Olympic Village to share a message, "Give peace a chance."
"When our founder, Pierre de Coubertin, revived the Olympic Games 130 years ago — right here in Paris — he saw it as a way to promote peace among all nations and people of the world. He was a true ambassador for peace. Today, you — the Olympic athletes — you are the peace ambassadors of our time," Bach said.
It's a sentiment two-time Olympic gold medalist Ryan Crouser shares.
"It's been a long time since we, as the world, have kind of had a proper Olympics," Crouser told Fox News Digital in an interview Wednesday.
This is an excerpt from an article by Fox News Paulina Dedaj.
Posted by Paulina Dedaj Share
Katie Moon, LeBron James shoutout Ohio from Parade of Nations
Olympic gold medal pole vaulter Katie Moon shouted out her home state of Ohio on social media in a selfie with NBA great LeBron James.
James, also an Ohio native and Cleveland Cavaliers legend, was selected alongside rising tennis star Coco Gauff to be the flag bearers for Team USA.
Posted by Paulina Dedaj Share
Rainy weather can't dampen Olympic spirit in opening ceremony
Olympic organizers were expecting unpleasant weather for the opening ceremony on Friday, but the constant rain didn’t appear to dampen the mood for the roughly 6,800 athletes participating in the Parade of Nations.
An intermittent drizzle cleared up before the parade began, but as the boats made their way down the Seine River, it picked back up again.
Comfortable temperatures in the upper 60s are more than enough to keep spirits high.
The Associated Press contributed to this report.
Posted by Paulina Dedaj Share
What is Olympic breaking?
Breaking, more commonly known as breakdancing, can be traced back to the Bronx, New York, during the 1970’s.
Breaking is a part of hip-hop culture which is shown through a combination of dance moves, spins, flips, and other techniques. The term “breaking” comes from the instrumental breaks in song that are usually accompanied by beats.
The 2018 Youth Olympic Games in Buenos Aires was the event to put Breaking on the map, and it is now in the 2024 Paris Olympics.
The athletes are called “B-Boys” and “B-Girls” and the matches are called “battles.”
The inaugural Olympic competition will take place on Aug. 9-10.
Thirty-two athletes qualified for the event. As the host country France was offered two host quotas (one per gender) while four universality places (two per gender) were on offer.
To be eligible for a universality place the athlete must have competed in the Olympic Qualifying Series (OQS) and placed in the top 24.
The other 26 athletes qualified through their performances in last year’s world championships, the respective continental Games (Africa, Asia, Europe, Pan Am, and Oceania) and the OQS held in Shanghai and Budapest in May and June, respectively.
The scoring is made up of five categories: musicality, vocabulary, originality, technique, and execution. Each category makes up 20% of the judge’s score.
The battles are best-of-three, and each athlete has 60 seconds to complete their routine. Athletes can be penalized for misbehavior at the judge’s discretion.
Each day starts with a round-robin phase consisting of four groups of four. The top two in each group advance to the quarterfinals followed by the semi-finals and into the final battle for medals.
Fox News' Ryan Gaydos contributed to this report.
Posted by Paulina Dedaj Share
Headless Marie Antoinette display receives mixed reaction on social media
A heavy metal-opera mash up featuring the French band, Gojira, and opera singer Marina Viotti received mixed reviews on social media after the opening ceremony performance included a headless woman dressed in red, symbolizing Marie Antoinette.
Thomas Jolly, the artistic director of the opening ceremony, said the inspiration behind all performances was to reinterpret the way the world sees France.
“The extraordinary thing is that everyone in France and the rest of the world has an idea of what France is all about. And I want to play with that, that's where I want to start from - breaking down clichés, because clichés come along other things,” he said, according to the Olympics website.
Posted by Paulina Dedaj Share
Presidential seal of approval: Obama cheers on Team USA
Former President Barack Obama took to social media on Friday to voice his support for the American delegation competing in Paris, adding “You represent the best of the best in our country.”
Posted by Paulina Dedaj Share
Simone Biles skips out on opening ceremony to rest for competition
Simone Biles will not be present at the opening ceremony in order to “rest up” for Sunday’s qualifying events, her family revealed during an interview with NBC.
Biles, 27, is the most decorated gymnast of all time. She has four Olympic gold medals, one silver and two bronze.
More than 10,000 of the world’s best athletes set sail in nearly 100 boats on the Seine River on Friday evening. The 3.7 mile parade route highlights some of Paris’ most iconic landmarks.
Posted by Paulina Dedaj Share
Greece leads the Parade of Nations in opening ceremony
Greece led the Parade of Nations for the 2024 Paris Olympics opening ceremony on Friday, which has been a tradition held since 1928. The tradition is a nod to the birthplace of the Olympics.
The Hellenic Olympic Committee has 101 athletes in its delegation, including NBA star Giannis Antetokounmpo.
Posted by Paulina Dedaj Share
Why did the Paris mayor swim in the Seine river ahead of the Summer Olympics?
Paris Mayor Anne Hidalgo went for a swim in the Seine River on Wednesday, fulfilling her promise to show the river was clean enough ahead of the 2024 Olympic Games.
Since 2015, organizers have spent $1.5 billion trying to clean up the Seine River before the Olympics.
People were banned from swimming in the river for over a century due to concerns about the rivers flow and pollution. Even as recent as early June tests done by the monitoring group Eau de Paris indicated unsafe levels of E. coli bacteria until recent improvements.
After taking a dip, Hidalgo called today “a dream” and a “testimony that we have achieved a lot of work.”
Cleaning up the Seine River has been a longtime goal for the French. Former French President Jacques Chirac vowed to clean up the river back in 1988 when he was the Paris Mayor but to no avail.
Hidalgo was initially supposed to swim the Seine River in June, but it had to be delayed due to snap parliamentary elections in France.
When the date was announced of Hidalgo’s swim, the French people got “I’m pooping in the Seine” trending online to protest the Olympic games by defecating upstream before the mayor’s swim.
Despite the threat, today’s event went without incident as numerous city officials and athletes invited to swim were throwing a ball around in the water and having fun.
The Seine River will be featured during the opening ceremony and will be the host of several open water swimming events during the Olympic Games including marathon and swimming and swimming legs of the Olympic and Paralympic triathlons.
The Associated Press contributed to this report.
Posted by Paulina Dedaj Share
Who are the US flag bearers for the 2024 Summer Olympics in Paris?
Team USA has two flag bearers: LeBron James (basketball) and Coco Gauff (tennis).
For the American side, team captains and fellow players normally choose flag bearers.
The Paris Games will be James’ fourth Olympics. The NBA legend made his Olympics debut in 2004. The 39-year-old helped team USA win gold in 2008 and 2012, and was named the 2012 USA Basketball Male Athlete of the Year.
When he steps on the court for his first game, he will join Carmelo Anthony and Kevin Durant as the only three players to ever play in four Olympics for Team USA men’s basketball.
Gauff is only 20 years old and is a rising star in the tennis world.
The U.S. Committee selected Gauff to play alongside Jessica Pegula in the 2020 Tokyo Games but she had to pull out after testing positive for COVID-19. The Paris 2024 Olympics will be Gauff’s Olympic debut.
Gauff won her first grand slam title when she won the U.S. Open in 2023.
Sue Bird (women’s basketball) was the flag bearer for Team USA in the Tokyo 2020 Games.
Fox News' Ryan Gaydos contributed to this report.
Posted by Paulina Dedaj Share
Regan Smith is a proud American heading to Paris 2024 Olympics
U.S. swimmer Regan Smith is an Olympic medalist, a world record holder, a world champion and even an adoring cat owner. But the 22-year-old former Stanford swimmer might best describe herself as a proud American.
Smith qualified for the 2024 Summer Olympics in Paris after her dominating performance in the women’s 100-meter and 200-meter backstroke and the 200-meter fly at the recent U.S. Olympic Swimming Team Trials in Indianapolis. She set the world record in the 100-meter.
She described it as a "gratifying" experience, one that has again given her the chance to wear a swim cap with the American flag alongside her name.
Ahead of her second appearance in the Summer Olympics, Smith told Fox News Digital that she first got the opportunity to represent the U.S. when she was 15.
"It almost moved me to tears," she said.
In Smith’s retelling of this moment, she didn’t make mention of medals or records, just the pride she felt.
This is an excerpt from an article by Fox News Paulina Dedaj.
Posted by Paulina Dedaj Share
What time is the Opening Ceremony in Paris 2024?
Even though some of the Games began on Wednesday, the Opening Ceremony will take place on Friday, July 26, at 1:30 p.m. ET.
For the first time in Olympic history, the ceremony will not take place or lead into a stadium. The opening ceremony will be a boating parade through the recently cleaned Seine River. Since 2015 organizers have spent $1.5 billion to clean up the river before the Olympics began.
Paris Mayor Anne Hidalgo recently swam in the river to prove that the Seine River was once again safe to swim in again after people were banned from doing do due to health concerns.
The parade will run about 3.7 miles, taking the 10,500 athletes participating in the games through the center of Paris. The parade route will conclude in front of the Trocadéro, where the rest of the Olympic protocol and final shows will take place.
The Opening Ceremony will be the largest attended in the history of the games, as residents of Paris along with tourists from around the world can go along the river and watch.
Fox News' Ryan Gaydos contributed to this report.
Posted by Paulina Dedaj Share
Who is Katie Ledecky? Most decorated female in world championship history
Katie Ledecky, 27, is already one of swimming’s all-time greats.
With her seven Olympic gold medals and 21 World Championship titles, Ledecky holds the most medals of any women’s swimmer in history. The Maryland native won her first gold medal at age 15 in the 2012 London Olympic Games defeating reigning world champion Kate Ziegler in the 800m freestyle.
In the 2016 Rio Olympic Games her success in the 200m, 400m, and 800m, saw her claim the most individual titles in the pool. She also set new records in the 400m and 800m that year.
Ledecky is also the most decorated woman in World Championship history. She is the only swimmer to win five consecutive world titles in an individual event, the 800m freestyle. No one has beaten Ledecky in the 800m freestyle in over a decade. She has been honored with the USA Swimming Golden Goggles Award for Female Swimmer of the Year seven times.
Fox News' Ryan Gaydos contributed to this report.
Posted by Paulina Dedaj Share
|
||||
410
|
dbpedia
|
3
| 14
|
https://www.britannica.com/topic/list-of-athletes-with-the-most-Olympic-medals
|
en
|
List of athletes with the most Olympic medals | Names, Gold, Silver, Bronze, Sports, & Facts
|
[
"https://cdn.britannica.com/mendel/eb-logo/MendelNewThistleLogo.png",
"https://cdn.britannica.com/mendel/eb-logo/MendelNewThistleLogo.png",
"https://cdn.britannica.com/14/242014-004-4FBCAE8F/Michael-Phelps-celebrates-gold-medals-2016-Olympics.jpg",
"https://cdn.britannica.com/44/190944-131-7D082864/Silhouette-hand-sport-torch-flag-rings-Olympic-February-3-2015.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/90/198290-131-7A21237A/Alberto-Tomba-gold-medal-way-Mens-Giant-1992.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/94/190894-131-5E162809/cyclists-Pack-light-leg-Tour-Down-Under-20th-January-2008.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/18/190818-131-3AD7A2A2/man-tennis.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/28/191028-131-A05F430F/competitor-horse-OTP-Equitation-World-Cup-Budapest-December-2-2011.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/91/223091-131-A986B08A/relief-Zoroastrian-god-Ahura-Mazda-Persepolis-Iran.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/55/142355-131-EFF621AF/books-Stack-literature-pile-reading-entertainment-society-2010.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/53/189853-131-02462668/Footraces-distances-Summer-Olympics.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/08/173908-131-C65789E4/Anguis-fragilis-slowworm-Anguidae-Lizard-head-Close-up.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/68/220368-131-C835E48E/United-States-electoral-college-votes-by-state.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/43/193443-131-17ABE1C9/Union-Jack-flag-Great-Britain-united-kingdom.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/39/193239-131-181E3553/Statue-Nostradamus.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/14/242014-050-EDF0B3A1/Michael-Phelps-celebrates-gold-medals-2016-Olympics.jpg?w=400&h=300&c=crop"
] |
[] |
[] |
[
"list of athletes with the most Olympic medals",
"encyclopedia",
"encyclopeadia",
"britannica",
"article"
] | null |
[
"Amy Tikkanen"
] |
2024-01-23T00:00:00+00:00
|
Who has won the most Olympic medals? Find out in our list.
|
en
|
/favicon.png
|
Encyclopedia Britannica
|
https://www.britannica.com/topic/list-of-athletes-with-the-most-Olympic-medals
|
list of athletes with the most Olympic medals
When it comes to the Olympics, one athlete has made the biggest splash. American swimmer Michael Phelps is the most-decorated Olympian of all time, with 28 medals, 23 of which are gold. He also was the first athlete to win 8 gold medals at a single Olympics. In second place for career medals is Soviet gymnast Larisa Latynina, the winner of 18 medals. Next is Marit Bjørgen of Norway. With 15 medals in various cross-country skiing events, she is the most successful Winter Olympian. How do other athletes stack up? Find out in our list of the 40 Olympians with the most medals. And keep reading to discover the athletes with the most gold medals.
Most Olympic medals
athlete country sport gold silver bronze total 1. Michael Phelps U.S. swimming 23 3 2 28 2. Larisa Latynina U.S.S.R. gymnastics 9 5 4 18 3. Marit Bjørgen Norway cross-country skiing 8 4 3 15 4. Nikolay Andrianov U.S.S.R. gymnastics 7 5 3 15 5. Katie Ledecky U.S. swimming 9 4 1 14 6. Ole Einar Bjørndalen Norway biathlon, cross-country skiing 8 4 1 13 7. Boris Shakhlin U.S.S.R. gymnastics 7 4 2 13 8. Ireen Wüst Netherlands speed skating 6 5 2 13 8. Edoardo Mangiarotti Italy fencing 6 5 2 13 10. Ono Takashi Japan gymnastics 5 4 4 13 11. Paavo Nurmi Finland biathlon, cross-country skiing 9 3 0 12 12. Birgit Fischer Germany kayaking 8 4 0 12 12. Bjørn Daehlie Norway cross-country skiing 8 4 0 12 14. Katō Sawao Japan gymnastics 8 3 1 12 14. Jenny Thompson U.S. swimming 8 3 1 12 16. Isabell Werth Germany equestrian 7 5 0 12 17. Ryan Lochte U.S. swimming 6 3 3 12 18. Emma McKeon Australia swimming 6 2 4 12 19. Dara Torres U.S. swimming 4 4 4 12 20. Alexei Nemov Russia gymnastics 4 2 6 12 21. Natalie Coughlin U.S. swimming 3 4 5 12 22. Mark Spitz U.S. swimming 9 1 1 11 23. Matthew Biondi U.S. swimming 8 2 1 11 24. Věra Čáslavská Czechoslovakia gymnastics 7 4 0 11 25. Viktor Chukarin U.S.S.R. gymnastics 7 3 1 11 25. Allyson Felix U.S. track and field 7 3 1 11 25. Simone Biles U.S. gymnastics 7 2 2 11 28. Carl Townsend Osburn U.S. shooting 5 4 2 11 29. Arianna Fontana Italy speed skating 2 4 5 11 30. Carl Lewis U.S. track and field 9 1 0 10 31. Aladár Gerevich Hungary fencing 7 1 2 10 32. Nakayama Akinori Japan gymnastics 6 2 2 10 33. Vitaly Scherbo Belarus gymnastics 6 0 4 10 34. Agnes Keleti Hungary gymnastics 5 3 2 10 34. Gary Hall, Jr. U.S. swimming 5 3 2 10 36. Polina Astakhova U.S.S.R. gymnastics 5 2 3 10 37. Raisa Smetanina U.S.S.R. cross-country skiing 4 5 1 10 38. Allison Schmitt U.S. swimming 4 3 3 10 39. Aleksandr Dityatin U.S.S.R. gymnastics 3 6 1 10 40. Stefania Belmondo Italy cross-country skiing 2 3 5 10 41. Franziska van Almsick Germany swimming 0 4 6 10
Most Olympic gold medals
athlete country sport gold 1. Michael Phelps U.S. swimming 23 2. Larisa Latynina U.S.S.R. gymnastics 9 2. Katie Ledecky U.S. swimming 9 2. Paavo Nurmi Finland biathlon, cross-country skiing 9 2. Caeleb Dressel U.S. swimming 9 2. Mark Spitz U.S. swimming 9 2. Carl Lewis U.S. track and field 9 8. Marit Bjørgen Norway cross-country skiing 8 8. Ole Einar Bjørndalen Norway biathlon, cross-country skiing 8 8. Birgit Fischer Germany kayaking 8 8. Katō Sawao Japan gymnastics 8 8. Jenny Thompson U.S. swimming 8 8. Matthew Biondi U.S. swimming 8 8. Bjørn Daehlie Norway cross-country skiing 8 8. Ray Ewry U.S. track and field 8 8. Usain Bolt Jamaica track and field 8 17. Nikolay Andrianov U.S.S.R. gymnastics 7 17. Boris Shakhlin U.S.S.R. gymnastics 7 17. Isabell Werth Germany equestrian 7 17. Věra Čáslavská Czechoslovakia gymnastics 7 17. Viktor Chukarin U.S.S.R. gymnastics 7 17. Allyson Felix U.S. track and field 7 17. Aladár Gerevich Hungary fencing 7 17. Simone Biles U.S. gymnastics 7 17. Jason Kenny England cycling 7 17. Svetlana Romashina Russia artistic swimming 7 27. Ireen Wüst Netherlands speed skating 6 27. Edoardo Mangiarotti Italy fencing 6 27. Ryan Lochte U.S. swimming 6 27. Emma McKeon Australia swimming 6 27. Nakayama Akinori Japan gymnastics 6 27. Vitaly Scherbo Belarus gymnastics 6 27. Hubert van Innes Belgium archery 6 27. Valentina Vezzali Italy fencing 6 27. Lyubov Yegorova Russia cross-country skiing 6 27. Gerd Fredriksson Sweden canoeing 6 27. Danuta Kozak Hungary canoeing 6 27. Reine Klimke Germany equestrian 6 27. Viktor Ahn South Korea/Russia speed skating 6 27. Chris Hoy England cycling 6 27. Natalie Geisenberger Germany luge 6 27. Nedo Nadi Italy fencing 6 27. Rudolf Karpati Hungary fencing 6 27. Pal Kovacs Hungary fencing 6 27. Kristin Otto Germany swimming 6 27. Amy van Dyken U.S. swimming 6 27. Lidiya Skoblikova U.S.S.R. speed skating 6
Amy Tikkanen
|
||||
410
|
dbpedia
|
0
| 16
|
https://www.wikiwand.com/en/Archery_at_the_1996_Summer_Olympics_%25E2%2580%2593_Men%2527s_individual
|
en
|
Archery at the 1996 Summer Olympics – Men's individual
|
[
"https://wikiwandv2-19431.kxcdn.com/_next/image?url=https://upload.wikimedia.org/wikipedia/commons/thumb/e/e0/Back_of_Stone_Mountain_Park_2009.jpg/640px-Back_of_Stone_Mountain_Park_2009.jpg&w=640&q=50",
"https://upload.wikimedia.org/wikipedia/commons/thumb/e/e0/Back_of_Stone_Mountain_Park_2009.jpg/280px-Back_of_Stone_Mountain_Park_2009.jpg",
"https://upload.wikimedia.org/wikipedia/commons/thumb/4/47/Gold_medal_icon.svg/16px-Gold_medal_icon.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/2/2e/Silver_medal_icon.svg/16px-Silver_medal_icon.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/4/4c/Flag_of_Sweden.svg/22px-Flag_of_Sweden.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/8/89/Bronze_medal_icon.svg/16px-Bronze_medal_icon.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_South_Korea_%281984%E2%80%931997%29.svg/22px-Flag_of_South_Korea_%281984%E2%80%931997%29.svg.png"
] |
[] |
[] |
[
""
] | null |
[] | null |
The men's individual was an archery event held as part of the Archery at the 1996 Summer Olympics programme. Like other archery events at the Olympics, it featured the recurve discipline. All archery was done at a range of 70 metres. 64 archers competed.
|
en
|
Wikiwand
|
https://www.wikiwand.com/en/Archery_at_the_1996_Summer_Olympics_%E2%80%93_Men's_individual
|
The men's individual was an archery event held as part of the Archery at the 1996 Summer Olympics programme. Like other archery events at the Olympics, it featured the recurve discipline. All archery was done at a range of 70 metres. 64 archers competed.[1]
The same competition format as in 1992 was used, though there were some significant changes. The competition began with a 72-arrow ranking round (down from 144 arrows in 1992). This was followed by three elimination rounds (up from two in 1992), in which archers competed head-to-head in 18-arrow matches (up from 12 arrows in 1992). After these rounds, there were 8 archers left. The quarterfinals, semifinals, and medal matches (collectively termed the "finals round") were 12-arrow matches. In all matches, losers were eliminated and received a final rank determined by their score in that round, with the exception of the semifinals. The losers of the semifinals competed in the bronze medal match.
|
|||||
410
|
dbpedia
|
3
| 43
|
https://www.kshb.com/sports/olympics/100-days-of-kansas-city-area-olympians-complete-list
|
en
|
100 days of Kansas City-area Olympians: Complete list
|
https://ewscripps.brightspotcdn.com/dims4/default/93d5746/2147483647/strip/true/crop/1000x525+0+7/resize/1200x630!/quality/90/?url=https%3A%2F%2Fewscripps.brightspotcdn.com%2F46%2F26%2F92f99d0a488b8a0461cc53fe4b49%2Fap-20336061389319.jpg
|
https://ewscripps.brightspotcdn.com/dims4/default/93d5746/2147483647/strip/true/crop/1000x525+0+7/resize/1200x630!/quality/90/?url=https%3A%2F%2Fewscripps.brightspotcdn.com%2F46%2F26%2F92f99d0a488b8a0461cc53fe4b49%2Fap-20336061389319.jpg
|
[
"https://jelly.mdhv.io/v1/star.gif?pid=eVXMNGUpihTBTRzSawaJSSZDAEYz&src=mh&evt=hi",
"https://ewscripps.brightspotcdn.com/dims4/default/d175c12/2147483647/strip/true/crop/468x133+0+0/resize/400x114!/quality/90/?url=http%3A%2F%2Fewscripps-brightspot.s3.amazonaws.com%2F0b%2F68%2F8a79fd954e24be88a6d226e9e899%2Fkshb-main-logo.png",
"https://ewscripps.brightspotcdn.com/dims4/default/d175c12/2147483647/strip/true/crop/468x133+0+0/resize/400x114!/quality/90/?url=http%3A%2F%2Fewscripps-brightspot.s3.amazonaws.com%2F0b%2F68%2F8a79fd954e24be88a6d226e9e899%2Fkshb-main-logo.png",
"https://ewscripps.brightspotcdn.com/dims4/default/5aef780/2147483647/strip/true/crop/1000x563+0+0/resize/1280x720!/quality/90/?url=https%3A%2F%2Fewscripps.brightspotcdn.com%2F46%2F26%2F92f99d0a488b8a0461cc53fe4b49%2Fap-20336061389319.jpg",
"https://ewscripps.brightspotcdn.com/dims4/default/5aef780/2147483647/strip/true/crop/1000x563+0+0/resize/1280x720!/quality/90/?url=https%3A%2F%2Fewscripps.brightspotcdn.com%2F46%2F26%2F92f99d0a488b8a0461cc53fe4b49%2Fap-20336061389319.jpg",
"https://ewscripps.brightspotcdn.com/dims4/default/5aef780/2147483647/strip/true/crop/1000x563+0+0/resize/1280x720!/quality/90/?url=https%3A%2F%2Fewscripps.brightspotcdn.com%2F46%2F26%2F92f99d0a488b8a0461cc53fe4b49%2Fap-20336061389319.jpg",
"https://ewscripps.brightspotcdn.com/dims4/default/8aa0abe/2147483647/strip/true/crop/1080x1080+251+0/resize/300x300!/quality/90/?url=http%3A%2F%2Fewscripps-brightspot.s3.amazonaws.com%2F85%2F7a%2Fcd12f0b44435900a2fe3fdb48a9c%2Ftod-grey.jpg",
"https://ewscripps.brightspotcdn.com/dims4/default/8aa0abe/2147483647/strip/true/crop/1080x1080+251+0/resize/300x300!/quality/90/?url=http%3A%2F%2Fewscripps-brightspot.s3.amazonaws.com%2F85%2F7a%2Fcd12f0b44435900a2fe3fdb48a9c%2Ftod-grey.jpg",
"https://assets.scrippsdigital.com/cms/images/logo-scripps.png"
] |
[] |
[] |
[
"2020",
"2021",
"Games",
"Kansas",
"Kansas City",
"Kansas City News",
"Missouri",
"Olympians from Kansas City",
"Olympics",
"Summer"
] | null |
[
"Tod Palmer",
"www.kshb.com",
"tod-palmer"
] |
2021-04-19T15:08:19-05:00
|
The Kansas City region has a deep, rich history with respect to the Olympic Games. As the 2020 Tokyo Olympic Games approach with the Opening Ceremony scheduled for July 23, we will profile an athlete with ties to Kansas City, Missouri, or Kansas each day.
|
en
|
/apple-touch-icon.png
|
KSHB 41 Kansas City News
|
https://www.kshb.com/sports/olympics/100-days-of-kansas-city-area-olympians-complete-list
|
KANSAS CITY, Mo. — The Kansas City region has a deep, rich history with respect to the Olympic Games.
As the 2020 Tokyo Olympic Games approach with the Opening Ceremony scheduled for July 23, check back daily for a profile of an Olympic athlete with ties to KC, Missouri or Kansas.
41 Action News and KSHB.com is your home for the Tokyo Olympics. Follow our coverage all summer atkshb.com/sports/olympics.
July 22 | Maurice Greene, track
For nearly six years, Maurice Greene was the World’s Fastest Human — the title bestowed on the reigning 100-meter world-record holder. He’s also arguably the greatest Olympian ever from the Kansas City area, winning two gold medals at the 2000 Sydney Games and two medals at the 2004 Athens Games.
July 21 | Keith Weber, baseball
Former University of Missouri pitcher Keith Weber, a native of Jefferson City, remains the NCAA leader in career ERA and also participated in the 1964 Tokyo Olympics.
July 20 | Clyde Coffman, decathlon
Clyde Coffman was born in tiny Ford, Kansas, in 1911 and started with the University of Kansas track and field team as a pole-vault specialist. He eventually made the Olympics in 1932 in the decathlon.
July 19 | Christian Cantwell, shot put
Lightly recruited in high school, Christian Cantwell was never a Missouri high school state champion or NCAA champion at the University of Missouri, but he went on to be a world champion, two-time Olympian and Olympic medalist in the shot put.
July 18 | Jo-Jo White, basketball
Jo-Jo White, whose jersey was retired by the University of Kansas and the Boston Celtics, averaged 11.7 points for the U.S. men’s basketball team at the 1968 Mexico City Games, helping the U.S. claim a seventh straight gold medal.
July 17 | Matt Tegenkamp, track
Matt Tegenkamp established himself as one of the finest distance runners in his age group early in his career at Lee’s Summit High School and went on to become a two-time Olympian.
July 16 | Craig Wilson, baseball
Craig Wilson is among the best players in Kansas State baseball history. He was a four-year starter, three-time All-Big Eight player and went on to play for the U.S. in the 1992 Barcelona Olympics, the first with baseball as an official medal sport.
July 15 | Bill Nieder, shot put
Lawrence High School graduate Bill Nieder was a national high school and college record-holder in the shot put, won two Olympic medals, set the Olympic and world record in the event and also helped prevent a possible plane hijacking at age 77.
July 14 | Ray Watson, track
Ray Watson was born in Garden City, Kansas, emerged as a champion track star at Kansas State and competed in three straight Olympic Games from 1920 to 1928. He is the first Olympian and first national champion in Wildcats history.
July 13 | Terin Humphrey, gymnastics
Terin Humphrey, a St. Joseph native who later graduated from Odessa High School and trained at the GAGE Center in Blue Springs, won two silver medals at the 2004 Athens Olympics on the uneven bars and in the team competition.
July 12 | Terry Porter, pole vault
Terry Porter was a two-time Texas 3A state pole vault champion at Azle High School, a two-time national champion at Ranger (Texas) Junior College and later won an NCAA title at the University of Kansas. He also competed in the 1976 Montreal Olympics.
July 11 | Courtney Frerichs, steeplechase
Growing up in Nixa, Missouri, Courtney Frerichs was a star in four sports — cross country, gymnastics, soccer, and track and field — and now she’s a two-time Olympian.
July 10 | Tom Poor, high jump
Tom Poor — a Bismarck, Missouri, native known as the “Kansas Grasshopper” — won the high jump at the inaugural Kansas Relays, won a national championship at the University of Kansas and finished fourth at the 1924 Paris Olympics.
July 9 | William Becklean, rowing
William Becklean was born in Kansas City, Missouri, in 1936, and struck Olympic gold 20 years later. He started rowing as a student at New Hampshire's prestigious Phillips Exeter Academy and emerged as a star coxswain for the Yale University men's eight, which won a gold medal at the 1956 Olympics.
July 8 | Wes Santee, track
Wes Santee was the top miler in the U.S. during the 1950s, owning three of the four fastest times ever run in recorded history at one point. He went on to be a three-time national champion at the University of Kansas and competed in 5,000 meters for the 1952 Olympics Games.
July 7 | Bill Lienhard, basketball
The last of the eight 1952 men’s basketball Olympic champions from the University of Kansas, Bill Lienhard was born in Texas but moved to Newton, Kansas, as a high school sophomore. He went on to win an NCAA title at the University of Kansas and a gold medal at the 1952 Helsinki Olympics.
July 6 | Conrad Nightingale, steeplechase
Raised on a farm outside Halstead, Kansas, Conrad Nightingale went on to be a national champion at Kansas State University and competed in the 3,000-meter steeplechase at the 1968 Mexico City Olympics.
July 5 | Clyde Lovellette, basketball
Two-time University of Kansas first-team All-American Clyde Lovellette became the first player to win NCAA (1952), Olympic (1952) and NBA (1954) championships. He was the leading scorer on the gold medal champions at the 1952 Helsinki Games.
July 4 | Christian Smith, track
Perhaps no athlete from the Kansas City area qualified for the Olympics in more dramatic fashion than former Kansas State national champion Christian Smith, whose dive at the finish line during the 800-meter final earned him a spot in the 2008 Beijing Games.
July 3 | Merwin Graham, triple jump
Merwin Graham was born in West Virginia and grew up in Oklahoma, but he rose to prominence as a track and field athlete at the University of Kansas in the mid-1920s. He competed at the 1924 Paris Olympics in the triple jump.
July 2 | Andrea Norris (née Geubelle), triple jump
Andrea Norris competed in the triple jump at the 2016 Rio de Janeiro Games. Before that, Norris was a three-time NCAA champion and 11-time All-American in the long jump and triple jump, competing under her maiden name, Andrea Geubelle, at the University of Kansas.
July 1 | Larry Young, racewalk
The only U.S. athlete ever to medal at the Olympics in racewalking is a Fort Osage graduate and internationally renowned sculptor. Larry Young was born in February 1943 in Independence and went on to win bronze medals in the 50-kilometer racewalk at the 1968 and 1972 Olympic Games.
June 30 | Marc Thompson, cycling
Marc Thompson, a Kansas City, Missouri, native, competed in the Olympics as a cyclist in 1976. Thompson, who won the 1974 Tour of Kansas City, competed in the 100-kilometer Team Time Trial at the 1976 Montreal Games.
June 29 | John Keller, basketball
John Keller was born in 1928 in Page City, Kansas, an unincorporated town founded in 1884 in western Kansas as a Union Pacific Railroad depot. Keller helped lead the University of Kansas to the 1952 NCAA championship and won a gold medal at the 1952 Helsinki Olympics.
June 28 | Thane Baker, track
Four-time Olympic medalist and two-time Olympian Thane Baker was born in 1931 in Elkhart, Kansas, and became one of the greatest sprinters of his generation, including an NCAA championship at Kansas State to go with a gold medal, two silvers and a bronze in the 1952 and 1956 Olympic Games.
June 27 | Bud Houser, track and field
Three-time Olympic gold medalist Lemuel Clarence “Bud” Houser is one of two men to win the shot put and discus at the same Olympics (1924). Houser, who was born in north-central Missouri in 1901 and moved to California in 1911 after his parents died, repeated as the Olympic discus champion in 1928.
June 26 | Dennis McComak, archery
Dennis McComak was a three-sport athlete growing up in Columbus, Kansas. He was an All-Southeast Kansas Conference performer at wide receiver in football, played basketball and ran track, but archery is what led him to the 1972 Munich Olympics.
June 25 | Ed Broxterman, high jump
Ed Broxterman grew up in Baileyville, Kansas, a speck of an unincorporated town in Nemaha County near the Nebraska border, so it was fitting in a way that Broxterman came out of nowhere to qualify for the 1996 U.S. Olympic track and field team in the high jump.
June 24 | Brutus Hamilton, decathlon
Two-time Olympian Brutus Hamilton was born in Peculiar (or Belton), became a star at Harrisonville High School, refined his track and field skills at the University of Missouri, won a silver medal at the 1920 Antwerp Games then went on to even greater acclaim as a coach.
June 23 | Charlie Hoag, basketball
Four-sport letterman Charlie Hoag was another member of the 1952 NCAA champion University of Kansas men’s basketball team, which subsequently won a qualifying tournament and formed the bulk of the winning Olympic basketball team later that year.
June 22 | Dick Cochran, discus
Dick Cochran, a native of Brookfield, Missouri, emerged as one of the best discus throwers in the U.S. during the late 1950s. He was a two-time NCAA champion at the University of Missouri and bronze medalist at the 1960 Rome Olympics.
June 21 | Erik Kynard Jr., high jump
Former Kansas State star Erik Kynard Jr. won a gold medal in the men's high jump at the 2012 London Olympics and finished sixth at the 2016 Rio de Janeiro Olympics. He will try to make a third straight Olympic team later this week.
June 20 | Cliff Cushman, hurdles
Cliff Cushman was a national champion at the University of Kansas and won a silver medal during the 1960 Rome Olympics. The plane he was piloting was shot down over North Vietnam in 1966 and he was presumed killed in action.
June 19 | Archie San Romani, track
An 8-year-old Archie San Romani nearly lost his right leg at age when doctors considered amputation after he was run over by a truck. Instead, he took up running as part of his rehabilitation, a decision that led him into the world record books and the 1,500-meter final at the 1936 Berlin Olympics.
June 18 | Stanton Babcock, equestrian
Born at Fort Leavenworth in 1904, Stanton Babcock competed in the men's equestrian dressage at the 1936 Berlin Olympics. He also served as commanding officer of the 7th Cavalry at Fort Riley, Kansas, during a distinguished military career.
June 17 | Sam Colson, javelin
Sam Colson — a native of Beloit, Kansas, and the 1973 NCAA champion in the javelin for KU — narrowly missed a medal at the 1976 Montreal Olympics, finishing fifth. He was later convicted for providing prescription drugs, including steroids, illegally to student-athletes at Clemson.
June 16 | J’den Cox, wrestling
Former University of Missouri wrestling star J’den Cox initially waffled about whether he’d enter the Olympic Wrestling Trials in 2016. He eventually qualified for the 2016 Rio de Janeiro Olympics and went on to win a bronze medal to go with his three NCAA titles.
June 15 | Mitch Richmond, basketball
Hall of Famer Mitch Richmond played college basketball at Moberly (Missouri) Area Community College and Kansas State before becoming one of the top 50 scorers in NBA history. Richmond won a bronze medal at the 1988 Seoul Olympics and a gold medal at the 1996 Atlanta Olympics.
June 14 | Kym Carter, heptathlon
Kym Carter set the National Federation of High Schools record in the high jump during her time at Wichita East, clearing 6 feet and 2 1/4 inches. She parlayed that into a track and field career that took her to the 1992 Barcelona Olympics.
June 13 | John Kuck, discus
John "Johnny" Kuck was arguably the greatest thrower of his era, setting world records in the shot put and javelin during the 1920s. A native of Wilson, Kansas, who attended Emporia State University, Kuck set a world record in winning the shot put at the 1928 Amsterdam Olympics.
June 12 | Mason Finley, discus
Mason Finley was born in Kansas City, but he’d moved to Colorado by the time he reached high school and became a star in throwing events at Buena Vista High School. He set U.S. records in the discus, went on to be an 11-time All-American in college and won the 2016 U.S. Olympic Team Trials.
June 11 | Trish Roberts, basketball
Trish Roberts is a University of Tennessee basketball legend. But before she set the single-season and single-game scoring records for the Volunteers, Roberts was a star for the upstart Emporia State University women’s basketball team.
June 10 | Jim Ryun, track
The list of accolades for Jim Ryun, the first high school runner to crack 4 minutes in the mile is long as you’d expect, though his Olympic record isn’t as burnished. He won a silver medal in three Olympic appearances to go with four NCAA titles and five world records during his amateur career.
June 9 | Jim Bausch, decathlon
James “Jarrin’ Jim” Bausch was a three-sport athlete at the University of Kansas and Olympic champion in the decathlon in 1932. He was considered by some as the greatest athlete in U.S. history to that point and later served in World War II.
June 8 | Diamond Dixon, track
Diamond Dixon sprinted to a gold medal at the 2012 London Olympics. Dixon, a 14-time All-American at the University of Kansas, competed in the early rounds of the 1,600-meter relay for the U.S. women’s track team.
June 7 | Bob Kenney, basketball
Bob Kenney, a member of the 1952 U.S. Olympic gold medal men’s basketball team, also played for the University of Kansas’ NCAA championship squad that year.
June 6 | Kenny Harrison, triple jump
Kenny Harison’s gold medal-winning performance at the 1996 Atlanta Olympics set the gold standard in the triple jump for all U.S. competitors for nearly two decades. He was a 16-time conference champion, three-time NCAA champion and 11-time All-American in the long and triple jumps at Kansas State.
June 5 | Shannon Vreeland, swimming
Blue Valley West graduate Shannon Vreeland delivered the first gold medal for a Kansas City-area athlete in more than a decade during the 2012 London Olympics, swimming the third leg of the victorious 800-meter freestyle relay.
June 4 | Doug Lytle, pole vault
Doug Lytle was born in Kansas City, Missouri, and became arguably the greatest pole vaulter in Kansas State University history. A four-time All-American with the Wildcats, Lytle finished sixth in the pole vault at the 1984 Los Angeles Olympics.
June 3 | Matt McKeon, soccer
Matt McKeon appeared in 163 games, including the playoffs, during two three-year stints with the former Kansas City Wizards. But early in his MLS career, McKeon, a St. Louis native and the No. 1 pick in the 1996 MLS College Draft, also was an Olympian that year.
June 2 | Amy Hastings-Cragg, track
Amy Hastings was a three-time state champion at Leavenworth High School in the early 2000s. She went on to be an NCAA and national champion as well as a two-time Olympian.
June 1 | Danny Manning, basketball
Danny Manning authored one of the greatest college basketball careers in history at the University of Kansas. Six months after leading the Jayhawks to the 1988 NCAA title, Manning helped the U.S. men’s basketball team earn a bronze medal at the 1988 Seoul Olympics.
May 31 | Shawn Dulohery, shooting
A seven-time medalist at the World Shooting Championships, Shawn Dulohery narrowly missed a medal in men’s skeet at the 2004 Athens Games. Dulohery — who was born in 1965 in Kansas City, Missouri, and grew up in Lee’s Summit — tied for third place, but was awarded fifth after a shootoff.
May 30 | Muna Lee, track
There’s never been a faster female athlete in Missouri high school history than Muna Lee — who grew up in Kansas City, Missouri, and graduated from Central High School. She was a 20-time All-American at LSU and two-time Olympic sprinter.
May 29 | Al Kelley, basketball
Al Kelley — a native of Dearing in southeast Kansas — played a limited role on the 1952 NCAA champion University of Kansas men’s basketball team, but he emerged as a star the next two seasons and went on to win a gold medal with the 1960 U.S. men's basketball Olympic team.
May 28 | Dean Kelley, basketball
Dean Kelley grew up in Monmouth, Kansas, an unincorporated community in southeast Kansas and went on to play basketball at the University of Kansas, winning a national championship in 1952 and adding an Olympic gold medal later that year.
May 27 | Lori Endicott, volleyball
Born in Kansas City, Missouri, Lori Endicott became a prep volleyball star at Willard High School in southwest Missouri and rose to greater prominence at the University of Nebraska. She later emerged as one of the best setters in the world, helping the U.S. win a bronze medal at the 1992 Olympics.
May 26 | Al Oerter, discus
Al Oerter is the greatest discus thrower in Olympic history. Oerter — a native of Astoria, New York, who attended the University of Kansas on a track scholarship — and Carl Lewis are the only Olympic athletes to repeat as champions four times in the same event.
May 25 | Maurice Mitchell, track
Maurice Mitchell became a star at Raytown South and an NCAA champion at Florida State. He capped a standout sprint career by making the semifinals in the 200-meter dash at the 2012 London Olympics.
May 24 | Catherine Fox, swimming
Roeland Park native Catherine Fox, a two-time gold medalist at the 1996 Atlanta Olympics, is one of the most-decorated swimmers in Kansas City history. It all started with the Kansas City Blazers swim club.
May 23 | Adolphus Roffe, equestrian
Born in 1890 in Independence, Adolphus Roffe competed in the equestrian event at age 37 during the 1928 Amsterdam Olympics. Roffe, who attended the University of Missouri, was a cavalry and infantry officer in the U.S. Army. during World War II.
May 22 | Emerson Norton, track and field
Emerson Norton was on track to win a gold medal with only two events left in the decathlon at the 1924 Paris Olympics. Poor performances in the javelin and 1,500 meters ended Norton’s championship hopes, but the Kansas City, Kansas, native held on for a silver medal.
May 21 | Terry Gautreaux(née Poindexter)
Terry Gautreaux grew up in Independence, graduating from Blue Springs High School and Rockhurst University. Along the way, she also picked up an affinity for martial arts, which took her Olympic heights. She won a bronze medal in taekwondo at the 1992 Barcelona Olympics.
May 20 | Steve Fritz, decathlon
Before Steve Fritz narrowly missed a medal at the 1996 Atlanta Olympics, he competed in the decathlon and played basketball at Kansas State University. Fritz, a Salina, Kansas, native, was an All-American and Big Eight champion in the decathlon in 1989 and 1990. He was fourth at the 1996 Olympics.
May 19 | Glenn Cunningham, track
Glenn Cunningham, "The Iron Man of Kansas," nearly had his legs amputated when he was a child but went on to become one of the greatest milers in U.S. history and an Olympic medalist.
May 18 | Natasha Brown, track
Natasha Brown put together one of the most storied track careers in University of Missouri history and backed it up with an Olympic medal in the 1,600-meter relay at the 1992 Barcelona Games.
May 17 | Bob Boozer, basketball
Bob Boozer, a two-time All-American for the Kansas State University men’s basketball team, put off his NBA career after being drafted first overall to compete in the 1960 Rome Olympics. He went on to win a gold medal, and eventually was an NBA All-Star and champion.
May 16 | Richard Beauchamp, swimming
Richard Beauchamp was born in Leavenworth in 1901. By age 19, he had enlisted in the U.S. Navy and made the U.S. team in plain high diving at the 1920 Antwerp Olympics.
May 15 | Margaret Murdock
The first female member of the U.S. Olympic shooting team, Margaret Murdock was born in Topeka and won a silver medal in the 1976 Montreal Olympics. Murdock, a nurse and former U.S. Army officer, was the first woman to win any Olympic shooting medal and won four individual world championships.
May 14 | Nathaniel Semple, tennis
Nathaniel Semple grew up in Liberty and earned his undergraduate degree at William Jewell College before attending medical school at Washington University in St. Louis and doing post-graduate studies in Germany and Paris. He played singles and doubles tennis at the 1904 St. Louis Olympics.
May 13 | Ivan Riley, track
Kansas State’s first Olympic medalist, Ivan Riley, was born in Newton, Kansas, in 1900. He was an NCAA champion in the 120-yard hurdles for the Wildcats as a senior in 1923, setting the collegiate record along the way, and later won a bronze medal in the 400-meter hurdles at the 1924 Paris Olympics.
May 12 | Mary Phyl Dwight, handball
Mary Phyl Dwight was ahead of her time. Dwight, a 1970 Raytown South graduate, went on to star for Southwest Missouri State in softball, volleyball, track, cross country and basketball. She later served as captain for the U.S. Olympic handball team at the 1984 Los Angeles Games.
May 11 | Jackson Scholz, track and field
Jackson Scholz became the first person in Olympic history to compete in the final at three different Olympic Games — and he did far more than merely compete, winning two gold medals and a silver medal at Olympics between 1920 to 1928.
May 10 | Pete Mehringer, wrestling
Pete Mehringer became the first University of Kansas athlete to win an Olympic gold medal in 1932, but it wasn’t for track or basketball. He was the light-heavyweight champion in wrestling at the 1932 Los Angeles Olympics.
May 9 | Elizabeth Wilde, track and field
Born in Kansas City, Missouri, in 1913, Elizabeth Wilde was 18 years old when she finished sixth in the women’s 100-meter dash at the 1932 Los Angeles Olympics. She later taught at Notre Dame de Sion.
May 8 | John Nicholson, track and field
John Nicholson, who was the first Olympian in University of Missouri history, was poised to win a medal at the 1912 Stockholm Olympics. He was the fastest qualifier for the final and was in medal position midway through the race before falling on the eighth hurdle and finishing sixth.
May 7 | Kent Floerke, track and field
Jumps specialist Kent Floerke was a Big 8 champion and All-American at the University of Kansas in the 1950s. He went on to be an Olympian as well, finishing 21st in the triple jump at the 1964 Tokyo Olympics.
May 6 | Lydia Paterson, shooting
Kansas City, Kansas, native Lydia Paterson became a sensation in the world of shooting sports as a teenager, collecting junior championships and earning a spot on the national team. Paterson represented the United States in the women’s 10-meter air pistol at the 2016 Rio de Janeiro Olympics.
May 5 | John Willems, equestrian
Born at Fort Leavenworth in 1901, John Willems competed in the three-day equestrian event at the 1936 Berlin Olympics, but his decorated military career overshadowed his Olympic achievement.
May 4 | Jack Sock, tennis
Jack Sock moved to the Kansas City area at age 12 to train at the Mike Wolf Tennis Academy, which helped springboard him to international success as one of the top U.S. men’s tennis players. He went on to become an Olympic champion and four-time Grand Slam champions in doubles competition.
May 3 | Janie Wagstaff, swimming
Janie Wagstaff was a swimming sensation in the early 1990s. Wagstaff, a junior at Shawnee Mission East at the time, emerged as one of the best backstrokers in the world in 1991 and went on to compete in three events during the 1992 Olympics in Barcelona.
May 2 | Tim Harden, track and field
Tim Harden — a Kansas City, Missouri, native and 1992 graduate of Northeast High School — won a silver medal on the men’s U.S. 400-meter relay at the 1996 Atlanta Olympics. He also was a world indoor champion at 60 meters and three-time NCAA champion.
May 1 | Eric Mueller, rowing
Two-time Olympian Eric Mueller won a silver medal in men's quadruple sculls at the 1996 Atlanta Olympics. He was born in Kansas City, Missouri, before moving with his family to Wisconsin at a young age and taking up rowing.
April 30 | Lynette Woodard, basketball
Before Lynette Woodard became the first female Harlem Globetrotter, before she regularly hung out with U.S. presidents, before she was a renowned international champion, she was a two-time state champion at Wichita North and four-time All-American at the University of Kansas.
April 29 | Melvin Douglas III, wrestling
Wrestling champion Melvin Douglas III is an international gold medalist, two-time Olympian and one of the most accomplished freestyle wrestlers in U.S. history. And it all started in the Kansas capital for Douglas, who was a three-time state champion at Highland High in Topeka.
April 28 | Joseph Cranston, boxing
Joseph Cranston was born in Kansas City, Missouri, in 1898, but he was a U.S. Army lieutenant at Fort Benning, Georgia, by 1920. That’s also when he made an appearance at the 1920 Antwerp Games, representing the U.S. in the middleweight division in the boxing competition.
April 27 | Jennifer Nichols, archery
Jennifer Nichols, who was born in Kansas City, Missouri, in 1983, qualified for the 2004 Athens Olympics, 2008 Beijing Olympics and 2012 London Olympics in archery. She finished as high as ninth in the individual competition and sixth in the team competition.
April 26 | Dan Pippin, basketball
Dan Pippin was a two-time All-Big 6 honoree for the University of Missouri basketball team in the 1940s. During a standout career with the Peoria Cats, Pippin went on to become a two-time AAU All-American and captained the 1952 Olympic men’s basketball team to a gold medal.
April 25 | Chuck Dobson, baseball
Chuck Dobson, a Kansas City, Missouri, native and University of Kansas graduate, pitched for the U.S. baseball team during the 1964 Tokyo Olympics. He went on to play nine big-league seasons — and turned out to be a social pioneer as well as an accidental whistleblower.
April 24 | Courtney McCool, gymnastics
Courtney McCool, a Lee's Summit North graduate, won an Olympic silver medal with the U.S. women's national gymnastics team in the team competition during the 2004 Athens Games.
April 23 | Fay Moulton, track and field
Fay Moulton, a University of Kansas Athletics Hall of Famer and former Kansas State football coach, also won two Olympic medals — a bronze medal in the 60 meters at the 1904 St. Louis Olympics and a silver medal in the 100 meters at the 1906 Intercalated Athens Games.
April 22 | Lee Talbott, track and field/wrestling
Leander “Lee” Talbott, a Kansas City, Missouri, native, was a rarity among U.S. Olympic athletes, competing in three sports and a total of five events during the 1908 London Olympics. He’s the only athlete to compete in three sports at a single Olympic Games.
April 21 | Christie Ambrosi, softball
Christie Ambrosi played left field for the gold medal-winning U.S. softball team at the 2000 Sydney Olympics. Ambrosi, 44, a Blue Valley Northwest graduate and Overland Park native, helped Team USA repeat as Olympic champions, but it wasn’t an easy path.
April 20 | Carl Schutte, cycling
More than a century ago, Carl Schutte won a pair of bronze medals as the top U.S. cyclist at the 1912 Stockholm Games. The Kansas City, Missouri, native finished third in the men’s individual road race, a 196-mile cycling event, and led the U.S. to a third-place team finish.
April 19 | Charles McGinnis, track and field
Born in Kansas City, Missouri, in 1906, Charles McGinnis was an All-American track and field star at the University of Wisconsin and later won a bronze medal in the pole vault.
April 18 | Anna Seaton Huntington, rowing
A two-time Olympian, Anna Seaton Huntington was part of the U.S. women’s eight rowing team at the 1988 Seoul Olympics, then won a bronze medal with Stephanie Maxwell-Pierson in women’s coxless pairs in the 1992 Barcelona Olympics. She was born in Topeka.
April 17 | Fred Etchen, shooting
Fred Etchen was born in Coffeyville, Kansas, in 1884 and went on to become one of the greatest trapshooters in U.S. history. Etchen was inducted into the Trapshooting Hall of Fame in 1979, having captained the U.S. trapshooting team to the gold medal during the 1924 Paris Olympics.
April 16 | Billy Mills, track and field
Billy Mills graduated from the Haskell Institute and University of Kansas in Lawrence, where he became a champion distance runner. He was the surprise winner of the 10,000 meters at the 1964 Tokyo Games.
April 15 | Tara Nott-Cunningham, weightlifting
Tara Nott-Cunningham, who was raised in Stilwell and graduated from Blue Valley High School, became the first U.S. woman in Olympic history to win a gold medal in weightlifting, which debuted at the 2000 Sydney Games.
April 14 | Bill Hougland, men's basketball
Bill Hougland, a native of Caldwell, Kansas, was an NCAA champion with the University of Kansas in 1952 and became the first two-time gold-medalist in men’s basketball in 1952 and 1956.
—
The Kansas City region has a deep, rich history with respect to the Olympic Games. As the 2020 Tokyo Olympic Games approach with the Opening Ceremony scheduled for July 23, we will profile an athlete with ties to Kansas City, Missouri or Kansas each day.
|
||
410
|
dbpedia
|
1
| 95
|
https://honorsblog.uark.edu/when-getting-there-and-back-was-more-than-half-the-fun-the-1996-mens-olympic-soccer-quarter-finals/
|
en
|
When Getting There (and Back) Was More than Half the Fun: The 1996 Men’s Olympic Soccer Quarter-Finals
|
[
"https://wordpressua.uark.edu/honorsblog/files/2017/05/Honors-College-Logo-and-Tagline.png",
"https://honorsblog.uark.edu/files/2023/10/1996-Atlanta-Summer-Olympics-cauldron.jpeg",
"https://honorsblog.uark.edu/files/2023/10/Soccer-Ticket.jpg",
"https://honorsblog.uark.edu/files/2023/10/Atlanta_1996_Games_-view-across-Centennial-Olympic-Park-from-the-roof-of-the-Chamber-of-Commerce.jpeg",
"https://honorsblog.uark.edu/files/2023/10/mexico-96.jpeg",
"https://honorsblog.uark.edu/files/2023/10/221111144551-16-nigeria-1996.jpeg",
"https://honorsblog.uark.edu/files/2023/08/Nigeria-celebrating-goal-v-argentina-1996-1.jpeg",
"https://wordpressua.uark.edu/aplus/wp-content/uploads/sites/394/2017/10/honors-logo-reversed.png"
] |
[] |
[] |
[
""
] | null |
[] | null |
"The ride back was every bit as joyful and cacophonous as the ride to Birmingham had been, marked by serial engagements with passing fans in passing cars, smiling, waving, beeping, singing and just celebrating – the win, the loss, whatever."
|
en
|
Honors College Blog
|
https://honorsblog.uark.edu/when-getting-there-and-back-was-more-than-half-the-fun-the-1996-mens-olympic-soccer-quarter-finals/
|
The 1996 Summer Olympic Games were held in Atlanta, right? Yes . . .well, mostly. For whatever reason, the soccer tournaments – men’s and women’s – were instead spread over five sites: Athens, Georgia; Miami, Florida; Orlando, Florida; Washington, D.C.; and Birmingham, Alabama. Although this struck me as odd at the time, the scattered sites ended up providing me with one of most memorable soccer experiences I’ve ever had. Allow me to explain.
In 1996, I was living in Portsmouth, New Hampshire, but thankfully had two good friends in Atlanta who were just as excited as I was to attend the Olympic Games that summer in their adopted city. Securing tickets was a rather unusual affair, though, as they were only available in “bundles.” To gain access to one of the more popular events (e.g., soccer, track and field or basketball) you also paid for tickets to, say, archery, fencing or judo. Since we were determined to attend a soccer match (we had all been teammates on our high school soccer team in New York), we also ended up with tickets to badminton (which was actually highly entertaining – picture a series of remarkably athletic participants smashing the poor shuttlecock at one another at seemingly impossible velocities!), men’s field hockey (not nearly as exciting) and baseball (mildly entertaining – we saw the U.S. drub a woeful Australia team). With tickets secured, we – myself, another friend from high school, and my future wife – flew to Atlanta from Boston eager to witness the spectacle that is the Olympic Games!
Fortunately, our soccer tickets were for a quarter-finals game in Birmingham, though we, of course, didn’t know who the teams would be ahead of time. That was also to be the last event we attended. But, it was worth the wait. We attended the baseball game the evening of July 27th, the night before the soccer match. As some readers will recall, tragedy struck later that evening. The bomb placed in Centennial Olympic Park detonated at 1:20am, killing one person and injuring over 100 others. At the time, we were all out celebrating in Buckhead, which hosted one of the many outdoor fan venues with plenty of spaces for revelry, including huge television screens and ample beer stands. After the news of what had transpired began to filter in – recall that this was prior to smartphones – the mood rapidly changed from unapologetically celebratory to numbly somber in a relatively short time. For some time thereafter, we just stared silently at the giant television screens trying to understand what at happened, newly staring at our beer cups, searching for answers. As we finally decided to leave and walk back to our friend’s house where we were all staying an uncertainty permeated the air. Who had done it? And why? How many casualties were there? Would the Olympic Games be cancelled? No one had any answers.
The next morning, we remained stunned by what had happened. Sleep had done little, if anything, to lift the mood. But we did learn that the Games would go on. Feeling like the best thing for everyone was to try to regain the spirt we had rapidly lost following the bombing, we began to rally for the trip to Birmingham. While excited to watch Mexico take on Nigeria, none of us were overly excited about the two-hour-plus drive to Birmingham. As we merged on to Interstate 20 , though, we quickly realized that this was going to be anything but an ordinary journey.
It became abundantly clear that we were not the only ones traveling from Atlanta to Birmingham for the match. First one car, then another, followed by countless more, were cruising to Alabama with either Mexican or Nigerian flags flying out the car windows, often accompanied by (loud) music, and flagbearers in high spirits. Just like that, the interstate itself had become a party zone. Although I was personally planning to root for Nigeria, we exchanged “woo-hoos” and horn beeps equally as fervently with fans from both countries as we proceeded down the highway. As is always the case, some cars quickly outpaced us, while we overtook others; in both cases, they provided opportunities to engage – loudly – with new sets of fans. This revelry continued for two hours until we were all funneled into the access roads to Legion Field, at which point the celebration only intensified with the compacting of our impromptu multi-national caravan.
If any readers have attended a game at Legion Field, they’ll know that there’s not sufficient parking to handle the volume of spectators. As such, owners of the modest homes adjacent to the stadium rent their lawns out for parking for sporting events. We spent the afternoon tailgating on one of the lawns, building up our excitement ahead of the 3:00pm kick-off. The revelry didn’t entirely eclipse the previous evening’s tragedy, but it went a long way toward restoring the energy and enthusiasm that everyone had displayed prior to the bombing. I wish I could find the photos I took of our afternoon celebration, which included countless engagements with fans of both teams, with whom we shared food, drink and soccer talk, but fond memories will have to suffice.
As readers who have attended matches in Latin America or Africa will know, the game itself is a two-hour party, complete with incessant music, singing and cheering. This match was no different. The mood from the tailgate carried into the late afternoon inside the stadium and was undoubtedly buoyed by additional merry-makers who had come to celebrate, but didn’t have tickets, content with remaining outside to dutifully keep the party going there.
The game itself was hardly unforgettable. An early goal by Jay-Jay Okocha gave the Nigerians a lead that they would never relinquish. The outcome was sealed in the 84th minute with a goal by Celestine Babayaro. Nigeria had prevailed 2-0 and, in fact, would go on to capture the gold medal, beating both Brazil and Argentina along the way. It was the first Olympic gold in soccer for an African nation, though Cameroon duplicated the accomplishment at the subsequent Games in Sydney.
Thoroughly and satisfyingly entertained, we reluctantly piled back into our cars to head back to Atlanta. To no one’s surprise, Interstate 20 once again transformed into a celebratory artery. Unfortunately, unlike on the way to Birmingham, this time half the fans were on the losing side. But, it didn’t deter the Mexico supporters for long. It was clear that at some point along the drive – reasonably early on, I can confirm – their supporters had decided that there was no use in remaining dejected following the defeat and they consequently ramped up their celebration and, once again, joined in on the fun. The ride back was every bit as joyful and cacophonous as the ride to Birmingham had been, marked by serial engagements with passing fans in passing cars, smiling, waving, beeping, singing and just celebrating – the win, the loss, whatever.
I recall arriving home that evening utterly exhausted, as if I, not the Mexican and Nigerian players, had run around the pitch for two hours. But, of course, it had been a long 24 hours – actually, not even 24 hours – since the senseless bombing had forever altered the course of the 1996 Olympic Games and, tragically, the lives of its many victims. For roughly five of those hours, though, we had all gravitated away from our thoughts of the victims and the nefariousness of the perpetrator(s), and cathartically channeled our energies into celebrating – at roughly 70 miles per hour – with total strangers the joy that soccer delivers to so many followers, as we barreled down Interstate 20 to and from Legion Field. Upon reflection, I can confidently say that if, as the saying goes, “getting there is half the fun,” getting to Birmingham, and, in this case, back, to Atlanta, was definitely way more than half the fun.
|
|||||
410
|
dbpedia
|
3
| 0
|
https://olympics.com/en/olympic-games/atlanta-1996/results/archery
|
en
|
Olympic Results by Discipline
|
https://img.olympics.com/images/image/private/t_social_share_thumb/f_auto/primary/kuxmoldrq2rjc9wases5
|
https://img.olympics.com/images/image/private/t_social_share_thumb/f_auto/primary/kuxmoldrq2rjc9wases5
|
[
"https://olympics.com/images/static/b2p-images/logo_color.svg",
"https://img.olympics.com/images/image/private//f_auto/primary/kuxmoldrq2rjc9wases5"
] |
[] |
[] |
[
""
] | null |
[] | null |
Official Archery results from the Atlanta 1996 Olympics. Full list of gold, silver and bronze medallists as well as photos and videos of medal-winning moments.
|
en
|
Olympics.com
|
https://olympics.com/en/olympic-games/atlanta-1996/results/archery
| ||||
410
|
dbpedia
|
3
| 22
|
https://www.dispatch.com/story/sports/olympics/2024/07/22/ohio-athletes-olympic-gold-medals-paris-2024/74329185007/
|
en
|
How many Ohio athletes have Olympic gold medals? Here's the full list
|
[] |
[] |
[] |
[
""
] | null |
[
"The Columbus Dispatch",
"Colin Gay"
] |
2024-07-22T00:00:00
|
Here's a list of the Ohioans who have earned gold medals at the Summer Olympic Games before the Paris Olympics begin.
|
en
|
The Columbus Dispatch
|
https://www.dispatch.com/story/sports/olympics/2024/07/22/ohio-athletes-olympic-gold-medals-paris-2024/74329185007/
|
Ohio will try to add to its Olympic medal count this summer
From July 26-Aug. 11, the sports world will be centered on Paris, as top athletes from around the world compete for their countries in the Summer Olympics. And Ohio has had its fair share of gold medalists since the Olympic Games were established in 1896.
Here's a list of the Ohioans who have earned gold medals at the Summer Olympic Games before the Paris Olympics begin.
Ohioans with Summer Olympic Games gold medals
1904 Summer Olympics
Lida Howell (Archery, Lebanon): Double Columbia Round, Double National Round, Team Round
Eliza Pollock (Archery, Hamilton): Team Round
Emily Woodruff, (Archery, Cincinnati): Team Round
Leonie Taylor (Archery, Cincinnati: Team Round
Ed Hennig (Gymnastics, Cleveland): Horizontal bar, club swinging
Albertson Van Zo Post (Fencing, Cincinnati): Foil team men's round, single sticks individual
Charlie Daniels (Swimming, Dayton): 220-yard freestyle, 440-yard freestyle and 4x50-yard freestyle relay
1908 Summer Olympics
Charlie Daniels (Swimming, Dayton): 100-meter freestyle
Ed Cook (Track and Field, Chillicothe): Men's pole vault
Charles Winder (Military Rifle, Wayne Township, Champaign County):Team military rifle
Ivan Eastman (Rifle, Wisterman): Team military rifle
Sumner Benedict (Rifle, Barlow Township): Team military rifle
1912 Summer Olympics
Carl Osburn (Shooting, Jacksontown): Team Military Rifle 200, 400, 500 and 600 meters
Ralph Spotts (Shooting, Canton): Men's team trap shooting
1920 Summer Olympics
Carl Osburn (Shooting, Jacksontown): Team free rifle, team military rifle prone, military rifle standing 300 meters, and team military rifle prone
Bill Jordan (Rowing, Cleveland): Team men's eights rowing
James Snook (Shooting, South Lebanon): Team military pistol and team free pistol 50 meters
Ray Bracken (Shooting, Steubenville): Team free pistol 50 meters
Bud Fisher (Shooting, Youngstown): Free rifle three positions, team free rifle three positions and military rifle prone 300 meters
Arthur Rothrock (Shooting, Hancock County): Team smal-bore rifle, standing 50 meters
Horace Bonser (Shooting, Cincinnati): Men's team trap shooting
Frances Schroth (Swimming, Toledo): 4x100 meter freestyle relay
1924 Summer Olympics
Bud Fisher (Shooting, Youngstown): Free rifle prone 600 meters and team free rifle 400, 600 and 800 meters
DeHart Hubbard (Track, Cincinnati): Long jump
Bob Devereaux (Rugby, Cheshire): Men's rugby
Harry Steel (Wrestling, Sparta): Heavyweight freestyle
1928 Summer Olympics
Walter Laufer (Swimming, Cincinnati): 4x200 meter freestyle relay
1932 Summer Olympics
John Anderson (Track and Field, Cincinnati): Discus throw
Carmen Barth (Boxing, Cleveland): Middleweight
Earl Thomson (Equestrian, Cleveland): Team men's equestrian
Karl Dorsey (Sailing, Lima): 8-meters open
1948 Summer Olympics
Earl Thomson (Equestrian, Cleveland): Team men's equestrian
Harrison Dillard (Track, Cleveland): 100-meter and 4x100-meter relay
Alex Groza (Basketball, Martins Ferry): Men’s basketball
Herman Whiton (Sailing, Cleveland): 6-meters open
1952 Summer Olympics
Harrison Dillard (Track, Cleveland): 110-meter hurdles and 4x100-meter relay
Herman Whiton (Sailing, Cleveland): 6-meters open
Nate Brooks (Boxing, Cleveland): Flyweight
Charley Manring (Rowing, Cleveland): Team men's eights rowing
Pete George (Weightlifting, Akron): Middleweight
1956 Summer Olympics
Bob Morey (Rowing, Cleveland): Team men's eights rowing
Chuck Vinci (Weightlifting, Cleveland): Bantamweight
1960 Summer Olympics
Chuck Vinci (Weightlifting, Cleveland): Vantamweight
Jerry Lucas (Basketball, Middletown): Men’s basketball
Wilbert McClure (Boxing, Toledo): Light middleweight
1964 Summer Olympics
Bob Schul (Track, West Milton): 5,000 meters
Bill Mettler (Swimming, Springfield): 4x200-meter freestyle relay
1968 Summer Olympics
Madeline Manning (Track, Cleveland): 800 meters
Bill Hosket (Basketball, Dayton): Men’s basketball
Ronnie Harris (Boxing, Canton): Lightweight
Bill Steunkraus (Equestrian, Cleveland): Individual, Open
Zac Zorn (Swimming, Dayton): 4x100-meter freestyle relay
Chet Jastremski (Swimming, Toledo): 4x100-meter medley relay
1972 Summer Olympics
Dave Wottle (Track, Canton): 800 meters
Jenny Kemp (Swimming, Cincinnati): 4x100-meter freestyle relay
Deena Deardruff (Swimming, Cincinnati): 4x100-meter medley relay
1976 Summer Olympics
Darrell Pace (Archery, Cincinnati): Individual men’s
Edwin Moses (Track, Dayton): 400-meter hurdles
1980 Summer Olympics
Willie Davenport (Track, Warren): 100-meter hurdles
1984 Summer Olympics
Darrell Pace (Archery, Cincinnati): Individual men’s
Edwin Moses (Track, Dayton): 400-meter hurdles
Scott May (Basketball, Sandusky): Men’s basketball
Phil Hubbard (Basketball, Canton): Men’s basketball
Jerry Page (Boxing, Columbus): Light welterweight
Phil Boggs (Diving, Akron): Men’s springboard
Tad Coffin (Equestrian, Toledo): Individual open and team
1984 Summer Olympics
Scott Johnson (Gymnastics, Cincinnati): Team all-around
Alvin Robertson (Basketball, Barberton): Men’s basketball
Cindy Noble (Basketball, Washington): Women’s basketball
Betsy Mitchell (Swimming, Cincinnati): 4x100-meter medley relay
1988 Summer Olympics
Butch Reynolds (Track, Akron): 4x400-meter relay
1992 Summer Olympics
Joe Hudepohl (Swimming, Cincinnati): 4x100-meter freestyle relay
1996 Summer Olympics
Joe Hudepohl (Swimming, Cincinnati): 4x200-meter freestyle relay
Amanda Borden (Gymnastics, Cincinnati): Team All-Around
Gary Hall Jr. (Swimming, Cincinnati): 4x100-meter freestyle relay and 4x100-meter medley relay
Melanie Valerio (Swimming, Cleveland): 4x100-meter freestyle relay
2000 Summer Olympics
Gary Hall Jr. (Swimming, Cincinnati): 50-meter freestyle and 4x100-meter medley relay
Pat Borders (Baseball, Columbus): Men’s baseball
Shane Heams (Baseball, Toledo): Men’s baseball
Doug Mientkiewicz (Baseball, Toledo): Men’s baseball
Katie Smith (Basketball, Logan): Women’s basketball
Erin Phenix (Swimming, Cincinnati): 4x100-meter freestyle relay
Diana Munz (Swimming, Cleveland): 4x200-meter freestyle relay
2004 Summer Olympics
Gary Hall Jr. (Swimming, Cincinnati): 50-meter freestyle
Katie Smith (Basketball, Logan): Women’s basketball
Tim Mack (Track, Cleveland): Pole vault
Heather Mitts (Soccer, Cincinnati): Women’s soccer
Bryan Volpenhein (Rowing, Cincinnati): Team men's eights rowing
Pete Cipollone (Rowing, Marietta): Team men's eights rowing
Dan Ketchum (Swimming, Cincinnati): 4x200-meter freestyle relay
Mark Gangloff (Swimming, Akron): 4x100-meter medley relay
2008 Summer Olympics
Katie Smith (Basketball, Logan: Women’s basketball
Heather Mitts (Soccer, Cincinnati): Women’s soccer
Mark Gangloff (Swimming, Akron): 4x100-meter medley relay
LeBron James (Basketball, Akron): Men’s basketball
Michael Redd (Basketball, Columbus): Men’s basketball
2012 Summer Olympics
Heather Mitts (Soccer, Cincinnati): Women’s soccer
LeBron James (Basketball, Akron): Men’s basketball
Erik Kynard (Track, Toledo): High jump
Tianna Madison-Bartoletta (Track, Elyria): 4x100-meter relay
Kayla Harrison (Judo, Middletown): Half-heavyweight
Matt McLean (Swimming, Cleveland): 4x200-meter freestyle relay
Nick Thoman (Swimming, Cincinnati): 4x100-meter medley relay
2016 Summer Olympics
Tianna Madison-Bartoletta (Track, Elyria): 4x100-meter relay and Long jump
Kayla Harrison (Judo, Middletown): Half-heavyweight
Simone Biles (Gymnastics, Columbus): Individual all-around, Team all-around, Floor exercise and Horse vault
2020 Summer Olympics
Zach Apple (Swimming, Trenton): 4x100-meter freestyle relay and 4x100 medley relay
Hunter Armstrong (Swimming, Dover): 4x100-meter medley relay
cgay@dispatch.com
|
|||||
410
|
dbpedia
|
1
| 2
|
https://olympics.com/en/olympic-games/atlanta-1996
|
en
|
Atlanta 1996 Summer Olympics
|
https://img.olympics.com/images/image/private/t_social_share_thumb/f_auto/primary/kgizhbxpzvm04axrohv0
|
https://img.olympics.com/images/image/private/t_social_share_thumb/f_auto/primary/kgizhbxpzvm04axrohv0
|
[
"https://olympics.com/images/static/b2p-images/logo_color.svg",
"https://img.olympics.com/images/image/private/w_300/f_auto/primary/kuxmoldrq2rjc9wases5",
"https://img.olympics.com/images/image/private/t_s_pog_overview_hero_lg/f_auto/primary/kgizhbxpzvm04axrohv0",
"https://olympics.com/topic-assets/olympic-games-assets/button-arrow.svg"
] |
[] |
[] |
[
""
] | null |
[] |
2018-04-23T14:52:08+00:00
|
Relive the moments that went down in history at the 1996 summer Olympics in Atlanta. Access official videos, results, galleries, sport and athletes.
|
en
|
Olympics.com
|
https://olympics.com/en/olympic-games/atlanta-1996
|
Turkish Idol
Turkish weightlifter Naim Suleymanoglu became the first weightlifter in history to win three consecutive Olympic titles. "When he eats at a restaurant, nobody asks him to pay the bill; if he breaks the speed limit, he does not get fined, and the police wish him a pleasant journey," wrote a Turkish journalist.
NOCs: 197
Athletes: 10,318 (3,512 women, 6,806 men)
Events: 271
Volunteers: 47,466
Media: 15,108 media (5,695 written press, 9,413 broadcasters)
The Vote
During the 96th IOC Session in September 1990 in Tokyo, International Olympic Committee members voted in the final round for Atlanta (51 votes) over Athens (35 votes).
The Medals
Athletes from a record-breaking 79 countries won medals and 53 countries won gold medals.
Tennis
Tennis player Virag Csurgo (HUN) was entered in the doubles event only. On the morning of 24 July, she was helping a team-mate to warm up when she was informed that one of the singles entrants had failed to appear and Csurgo could take her place if she showed up for the first round match which was to begin in five minutes' time. Wearing her practice shorts and a t-shirt, Csurgo hurried over to the court and actually won the match.
Wrestling
In the second round of the middleweight (82kg) freestyle wrestling tournament, Elmadi Jabrailov of Kazakhstan faced Lucman Jabrailov of Moldova. The two were brothers from Chechnya, but chose not to represent Russia because of its war against their homeland. Elmadi won the high-scoring but unusually friendly encounter by 10 points to 8.
The Professionals are Admitted
Professionals were admitted to the cycling events.
For Women Only
A women-only sport was introduced: softball.
Professionals in Football
Each team that qualified for the football tournament was allowed to include three professionals, regardless of age or olympic experience.
Elimination of Demonstration Sports
Some demonstration sports were included in various editions of the Olympic Games up until 1992. The Organising Committees for the Olympic Games (OCOGs) could integrate demonstration sports into the Olympic programme. However, the organisation of these demonstrations created a lot of extra work for the OCOGs, which had to provide services that were almost identical to those for the sports on the Olympic programme. Therefore, at the 95th Session of the International Olympic Committee (IOC), held in 1989 in Puerto Rico, it was decided that demonstration sports would be eliminated definitively from the 1996 Atlanta Games onwards.
Ceremonies
Celebration in the Olympic Stadium for the Centenary Games.
Official Opening of the Games by:
President Bill Clinton
Lighting the Olympic Flame by:
Muhammad Ali (boxing)
Olympic Oath by:
Teresa Edwards (basketball)
Officials' Oath by:
Hobie Billingsly (diving)
|
|||
410
|
dbpedia
|
2
| 9
|
https://www.worldarchery.sport/news/201045/professional-athletes-archery-olympics-1996-2020
|
en
|
Professional athletes: Archery at the Olympics from 1996 to 2020
|
[
"https://www.worldarchery.sport/themes/custom/wa_radix/images/logo-small.svg",
"https://www.worldarchery.sport/sites/default/files/styles/thumbnail/public/user/photo/john.jpg?itok=CvVlxsRx",
"https://www.worldarchery.sport/sites/default/files/styles/header_desktop/public/2023-01/92_HUISH-HEADER-%281996%29.jpg?itok=cCMUKaL1",
"https://www.worldarchery.sport/sites/default/files/styles/full_desktop/public/2023-01/93_ATLANTA_VENUE.jpg?itok=Q0SCgIzR",
"https://www.worldarchery.sport/sites/default/files/styles/full_desktop/public/2023-01/91_SIMON-FAIRWEATHER-%282000%29.jpg?itok=wBWo9881",
"https://www.worldarchery.sport/sites/default/files/styles/full_desktop/https/photos.smugmug.com/photos/i-pQVw4LK/0/O/i-pQVw4LK.jpg?itok=AyyWNlwQ",
"https://www.worldarchery.sport/sites/default/files/styles/full_desktop/https/photos.smugmug.com/photos/i-FFmkGXH/0/O/i-FFmkGXH.jpg?itok=LTVhyxAt",
"https://www.worldarchery.sport/sites/default/files/styles/full_desktop/https/photos.smugmug.com/photos/i-xGTRFf5/0/O/i-xGTRFf5.jpg?itok=E_wp6hSr",
"https://extranet.worldarchery.sport/ProfilePictures/?Id=762",
"https://extranet.worldarchery.sport/Flags/USA-M.png",
"https://extranet.worldarchery.sport/ProfilePictures/?Id=414",
"https://extranet.worldarchery.sport/Flags/AUS-M.png",
"https://extranet.worldarchery.sport/ProfilePictures/?Id=23235",
"https://extranet.worldarchery.sport/Flags/ITA-M.png",
"https://extranet.worldarchery.sport/ProfilePictures/?Id=1142",
"https://extranet.worldarchery.sport/Flags/CHN-M.png",
"https://extranet.worldarchery.sport/ProfilePictures/?Id=1018",
"https://extranet.worldarchery.sport/Flags/TUR-M.png",
"https://extranet.worldarchery.sport/ProfilePictures/?Id=13418",
"https://extranet.worldarchery.sport/Flags/TUR-M.png",
"https://extranet.worldarchery.sport/ProfilePictures/?Id=18618",
"https://extranet.worldarchery.sport/Flags/USA-M.png",
"https://extranet.worldarchery.sport/CompetitionLogos/?Id=14834",
"https://extranet.worldarchery.sport/Flags/USA-L.png",
"https://extranet.worldarchery.sport/CompetitionLogos/?Id=104",
"https://extranet.worldarchery.sport/Flags/AUS-L.png",
"https://extranet.worldarchery.sport/CompetitionLogos/?Id=195",
"https://extranet.worldarchery.sport/Flags/GRE-L.png",
"https://extranet.worldarchery.sport/CompetitionLogos/?Id=298",
"https://extranet.worldarchery.sport/Flags/CHN-L.png",
"https://extranet.worldarchery.sport/CompetitionLogos/?Id=446",
"https://extranet.worldarchery.sport/Flags/GBR-L.png",
"https://extranet.worldarchery.sport/CompetitionLogos/?Id=14870",
"https://extranet.worldarchery.sport/Flags/BRA-L.png",
"https://extranet.worldarchery.sport/CompetitionLogos/?Id=14904",
"https://extranet.worldarchery.sport/Flags/JPN-L.png",
"https://www.worldarchery.sport/sites/default/files/styles/teaser_1x/public/2022-09/MONTREAL76_VENUE.jpg?h=1d4b4ebd&itok=p8hIPXs7",
"https://www.worldarchery.sport/sites/default/files/styles/teaser_1x/public/2022-09/30_1972_OLY-CHAMPIONS.jpg?h=b89f0b02&itok=sYK_pC7l",
"https://www.worldarchery.sport/sites/default/files/styles/teaser_1x/public/2022-09/1972_HEADER.jpg?h=b89f0b02&itok=OMqLIvJs",
"https://www.worldarchery.sport/sites/default/files/styles/teaser_1x/public/2022-09/PHO10910048.retouche.jpg?h=1d4b4ebd&itok=k4YYjfC4",
"https://www.worldarchery.sport/sites/default/files/styles/teaser_1x/public/2022-09/Archers-shooting-at-the-1972-Olympics-%28IOC%29.jpg?h=1d4b4ebd&itok=K-ioGsAO",
"https://www.worldarchery.sport/sites/default/files/styles/teaser_1x/public/2022-09/1972_POSTER_SIGNED.jpg?h=b89f0b02&itok=XDo_bAKo",
"https://www.worldarchery.sport/sites/default/files/styles/large/public/2023-02/HYU_Logo_Horizontal_Blue_RGB_1.png?itok=bBi5YgkO",
"https://www.worldarchery.sport/sites/default/files/styles/large/public/2020-05/sportoto.png?itok=b24bR5S0",
"https://www.worldarchery.sport/sites/default/files/styles/large/public/2023-02/Errea_logo-orizzontale.png?itok=hvnThwpK",
"https://www.worldarchery.sport/sites/default/files/styles/large/public/2023-02/sponsor_turkish_airlines_web_1500px_2021.png?itok=M_VBob6S",
"https://www.worldarchery.sport/sites/default/files/styles/large/public/2023-02/SNG-2.png?itok=iyZn_eoS"
] |
[] |
[] |
[
"#Olympic50",
"Olympic Games",
"Archery history"
] | null |
[
"John Stanley"
] |
2023-01-17T12:23:28+00:00
|
The Olympics has grown exponentially over 25 years.
|
en
|
/themes/custom/wa_radix/favicon.ico
|
World Archery
|
https://www.worldarchery.sport/news/201045/professional-athletes-archery-olympics-1996-2020
|
Previous articles in this series have explored archery’s return to the Olympic Games in 1972 and its amateur era from 1976 to 1992.
In 1996, the Olympics returned to North America for the largest Games yet held. Archery, along with track cycling and tennis, was held in Stone Mountain Park, a picturesque site 15 miles outside the city of Atlanta.
The wider event is perhaps best known for garish commercialisation (which ultimately led to the strict branding rules still in place today), a few organising mishaps and a terrorist incident, rather than its legacy of sporting excellence.
But the archery competitions offered up one of the greatest surprises in Olympic history.
A qualification and quota system was used for the first time in Atlanta, with the number of archers set at 128 – 64 men and 64 women – where it has remained ever since. This made archery one of the first Olympic sports to achieve equal gender participation at the Games.
The qualifying round was shortened from 144 to 72 arrows – all shot at 70 metres. After qualification, the competition went to matchplay. Individual matches in the first three rounds were decided on total score over 18 arrows and quarterfinals on over 12 arrows.
Ukraine’s Lina Herasimenko and Italian man Michele Frangilli seeded first. Frangilli set a new Olympic record of 684 points and was widely regarded as the favourite. Herasimenko’s score of 673 astonishingly stood as an Olympic record for 25 years, until the Tokyo 2020 Olympic Games (held in 2021), when it was finally beaten by Korea’s eventual triple-gold-medallist An San.
One archer of whom little was expected was Justin Huish, who had scraped into the USA team as the third man. He was 19 years old, sporting earrings, a ponytail and wraparound shades under a reversed baseball cap. He looked more like a skateboarder than an archer.
Huish’s parents owned an archery shop but he hadn’t shown much interest in the sport, regarding it as “boring”, until he picked up a bow at age 14 and found he had a talent for it.
“[US coach] Lloyd Brown told me from one of the first few times I met him that I could make the Olympic team someday,” he said in 2021. “I just laughed at him.”
Coached by Brown, Huish entered the US trials for the 1992 Olympics but finished a long way off the pace.
“I just never put myself in that place, with Jay Barrs and Darrell Pace and all the greats. I just never thought I could ever beat them at that time,” he explained. “But in ’93, I started shooting the scores that those guys were shooting.”
In 1995, Huish moved to Chula Vista to practise full-time at the Olympic training centre, which had recently opened a residential programme for archers.
“I filled out an application form because I didn’t really know what I was doing with my life,” he said. “I knew I wanted to shoot, but I still didn’t really equate that the Olympics were attainable.”
Alongside fellow residential athletes Rod White and Butch Johnson, who all lived together in one room at some point, Huish buckled down and worked, winning the national championships in 1996. The three men would eventually comprise the US team for its home Games in Atlanta.
In the build-up to the Olympics, the brash Californian teenager caught the eye of the press and Huish even appeared on The Tonight Show with Jay Leno.
“The questions were about winning gold medals when I just didn’t want to lose that first match. Everything after that would just be gravy,” recalled Justin. “Making the Olympic team is one thing. But, you know, actually winning the stupid thing? I mean, no way!”
Despite a lack of any prior international success, the teenager seeded a strong ninth over the qualifying round at Stone Mountain. With domestic support behind him, Huish began to tear through the men’s field. In footage of the event, you can see him growing in confidence with each match, with each win, roared on by the home crowd.
“My mind was just saying: ‘Hey, I’m an Olympian. I’m just here for the experience.’ I think that definitely helped tone down any pressure that I was putting on myself because no matter what, I had already wildly exceeded my expectations. It just felt national,” he said.
Somehow, through a quirk of fate, Huish had been assigned the number one as his athlete identifier – out of all 10,300-plus at the Games.
“Everything that happened was just like it was meant to be. It felt like I could have shot my arrow behind the target, in the opposite direction, and it would have boomeranged around and still come and hit the 10-ring. Like I could do no wrong.”
Huish beat six opponents in a row, edging out top seed and favourite Frangilli in a quarterfinal double-shoot-off and then eventually defeating Sweden’s Magnus Petersson for gold.
His world suddenly exploded.
It was three in the morning before Justin had finished the round of media interviews and got to bed, despite having to wake up and shoot the men’s team eliminations at seven the next day. (In 1996, the men’s and women’s team finals were shot on the same day – the last day of competition.)
“I should probably have said, ‘no, I can’t do all these things’, but it was just a whirlwind. I didn’t know any better,” said Huish.
The US men’s team – Justin, Rod and Butch – rose to the challenge, even if Huish claims his teammates carried him, exhausted, through the first two matches. He found the energy to eventually face the Korean men in the gold medal match.
“When I needed to come through, I did,” said Huish.
The trio shot 251 points in all four rounds of matchplay – in the then-27-arrow matches – and eventually beat Korea by two, although there was some nerve-wracking measurement required in the final end.
The victory in Atlanta remains the US men’s only team gold at the Games to date, although they did also collect back-to-back silver medals in the event in 2012 and 2016. Huish became the first male archer to ever do the double – both individual and team gold at the same Games. It wouldn’t be matched until Ku Bonchan in 2016. And Huish still remains the only non-Korean archer to take more than one gold at a single Olympics.
Korea’s women were already firmly entrenched in Atlanta. Kim Kyung Wook won individual gold and the women delivered a then-third-consecutive steamroller performance in the team competition.
The media swarm around Huish didn’t stop for a long time.
“In the US, archery gets zero love,” he said. “They don’t report on other sports, it’s pretty much baseball, NBA and NFL and that’s it.”
“But because I had the ponytail, hat on backwards and was wearing sunglasses, and not your prototypical [archery] athlete, it crossed over quite a bit into the mainstream media. Normally, you might get a mention on, like, the fourth page of USA Today. I was front page and getting all the big interviews.”
“I got to ride with vice president Gore from the basketball game to the closing ceremony, go to do a lot of stuff that would usually be left for the guy who wins the 100-metre dash.”
Huish remained on the US team until 2000 when his career and life took a sharp turn. He withdrew from the Games in Sydney after being caught selling marijuana, eventually receiving a four-month prison sentence and a two-year ban from the sport.
Nearly 20 years later, Huish made a return to serious recurve archery, working his way around the US circuit and back up the rankings. To date, he’s not ruled out a run at a potential second Games.
“The Olympic rings… for a lot of people, you know, it’s the mountain top. For some people, they’ve been training since they were four years old, and that’s all they cared about all their life,” said Huish. “But there might be two different ways to get there. I kind of took the back roads, I guess.”
In many ways, Justin Huish personified the lucky amateur, showing up essentially out of nowhere and giving one of the most thrilling performances yet seen on the Olympic stage – and subsequently being thrust into an increasingly professional spotlight. After a century of strict amateurism at the Games, the job of an Olympic Champion, even an Olympian, extended far beyond the competition field.
The Games in Sydney are often held up as the model for a modern Olympics. Sports-mad Australia put on a spectacular show and wild success across the board re-invigorated a slightly stagnant Olympic movement, inspiring new bids from potential host cities the world over.
Most archers perform the best at their very first Olympics. (It’s true.)
When Simon Fairweather, of Strathalbyn in the Adelaide Hills, won the World Archery Championships in Poland in 1991, his future in the sport seemed assured. He was 22, already an Olympian and was sponsored as a full-time athlete. What followed were nine years of frustration and unfilled expectations, with Fairweather struggling to regain the form that booked him the world title. His performances in Barcelona and Atlanta had been anonymous. He almost quit the sport more than once.
By the time he got to Sydney, it was his fourth Games, he was already 31 years old – when most previous Olympic Champions had been sub-20 – but he’d spent two years training full-time under then-Australian-coach Kisik Lee, who was one of the first but definitely not the last Korean coaches to export their expertise.
Lee’s time as a national coach in Korea had brought 16 Olympic medals – eight of them gold – and he was convinced Fairweather still had what it took.
Simon’s day of destiny came on 20 August 2000. In the gusty winds of Homebush Bay, he equalled the Olympic record for the 18-arrow match in his first round.
“I don’t remember doing anything wrong. I was very disciplined in following my routine. I barely shot a bad arrow in all my matches,” he said in 2016.
“Finals are like a staring competition. That day I was the one who didn’t blink. It was a matter of staying with the routine and excluding thoughts of other things. It’s not a time for savouring the experience and looking at the spectacle that’s unfolding around you.”
“I just told myself to keep my mind on my job, my routine. After that would be time for thinking about what it still means.”
In the gold medal match against the USA’s Vic Wunderle, Fairweather nervelessly shot 10, 10, nine to set up a lead… and never looked back, winning resoundingly, 113-106. Simon would also shoot for Australia at his fifth Olympics, four years later, before retiring and going into business.
Wunderle, for his part, made two more top-eight appearances at the Games and still shoots today.
The archery competitions at the Athens 2004 Olympics were fraught with problems – which began years prior and continued until the very last moment. Even the night before the first scoring arrows, things looked uncertain. But the event was finally held in one of the greatest venues in the history of the Games: The Panathenaic Stadium, home of the ancient Olympics.
Credit for this goes to the late Beppe Cinnirella, who called securing the location one of his proudest achievements as World Archery secretary general.
At one point, the organisers threatened to hold the archery events on an airport runway. Beppe persuaded them to divert their car via the ancient stadium.
“We stopped and had a deep look. At the meeting, we proposed the Panathenaic and obviously the answer was, ‘no chance’,” he recalled in 2017. “Slowly we overcame all the obstacles and finally we got it approved. And I still think the choice of the Panathenaic, which was my idea, was one of the best things that happened to the sport, for FITA, for the future.”
The splendour of the archery competition against the gleaming white marble became one of the key visual images of that Games, which saw an unexpected victory for Italian man Marco Galiazzo and a silver for Japan’s Hiroshi Yamamoto, an astonishing 20 years after his bronze at Los Angeles 1984.
Park Sung-Hyun, widely regarded as one of the greatest archers of all time, won the women’s title as her Korean teammates – Lee Sung Jin and Yun Mi Jin (the returning winner from Sydney) – completed a sweep of the individual podium, and then took an(other) easy team title.
Not since Darrell Pace’s dominance of the men’s field in the late 1970s and early 1980s had there been such a head-and-shoulders favourite for back-to-back Olympic titles. (Pace ultimately won his two golds eight years apart with the US team’s boycott of the 1980 Olympics in Moscow.)
But Park, who became the first recurve archer to break 1400 points on the 1440 Round in 2005, was the favourite to repeat in 2008.
The Olympics were back in Asia. China was finally awarded the Games for the first time, starting an era of major multisport events in the country. Beijing built not one but two temporary archery arenas in a major new sports park, erected specially for the Olympics, with each staging eliminations concurrently.
The effort was well rewarded.
In 2008, Korea’s women had won six straight individual titles at the Olympics. China’s Zhang Juan Juan was in no mood to allow that dominance to continue.
“I felt really pumped up when I was up against the Korean archers,” said Zhang at the time. “I had put in a lot of effort to compete with them. Even if I were to lose, I wanted to intimidate them with my performance.”
Zhang seeded just 27th but proceeded to scythe through the women’s field – including all three Koreans.
She beat Joo Hyun-Jung by five, 106-101, in the quarterfinals. (Incidentally, this was the first Olympics at which every match was decided over 12 arrows, rather than the 18 for the early phases as had been used previously.)
Then fell Yun Ok Hee, one of the most successful internationals of the late noughties, 115-109.
Park, the favourite, had shot that score – a new Olympic record – just a few rounds earlier. She was into the final, her second consecutive at the Olympics, too. But the outcome in the rain-soaked arena was no longer certain.
The Chinese archer shot a seven in the first end. But at the end of the third, Juan Juan was a point up. A nine with her last arrow sealed victory.
As with Fairweather’s win in 2000, Zhang credited her success to laser-like focus.
“I had found this incredible level of concentration and was just totally immersed in my own mind. Sometimes I couldn’t tell if the match was actually finished, because I was totally focused on my game,” she said. “I knew my opponents were very strong, but I was totally confident that I could do better than them. I did not realise until much later what I had actually achieved.”
Zhang remains the only non-Korean archer to win the women’s title at the Olympic Games since the nation’s competitive emergence in 1984.
Professionalism had begun to change the sport outside of the Olympics. Between Athens and Beijing, the Archery World Cup was launched. The elite competition circuit provided a regular competition outlet for athletes outside of major multisport events and world championships. Commercial and broadcast opportunities were starting to emerge.
London was the first city to host the Olympic Games three times.
Lord’s Cricket Ground morphed from the sacred ‘Home of Cricket’ to the ‘Home of Archery’ for a few weeks in the summer of 2012. It was the first time that the Olympic archery events would be held in another existing sporting venue.
Archers shot from just in front of the old pavilion, over the hallowed turf, towards the iconic modern media centre.
With huge temporary stands erected on the outfield of the cricket pitch, the 6500-capacity arena was a sell-out. (Spectators even turned up to watch the closed-doors qualifying rounds having fallen victim to a ticketing scam.) The stadium was packed to the rafters and the atmosphere was electric.
London saw the introduction of the set system for individual matchplay. (The team competitions remained on cumulative score.) Another change was the scheduling of both men’s and women’s early-round eliminations in the same session, streamlining the schedule and defining clear finals days – a move that will remain in place until at least Paris 2024 and probably beyond.
Korea won three of the four available medals – but the country’s men were relegated to bronze as Italy beat the USA in perhaps the most exciting Olympic team final ever witnessed.
Aida Roman and Mariana Avitia put Mexico on the archery map, taking women’s individual silver and bronze, setting the stage for the country’s ongoing competitive rise. It was the fruit of an extraordinarily successful elite programme.
Ahead of them on the results sheet was only Ki Bo Bae, who enjoyed wild popularity following the win.
She was the seventh Korean woman to be named Olympic Champion. For all the female squad’s dominance, prior to 2012, the Korean men had never crested the mountain, taking silver medals three times (in 1988, 1992 and 2008) and bronze once. But on the final day of the Games, 13-year international veteran Oh Jin Hyek achieved what none before could.
He dropped Ukraine’s defending champion Viktor Ruban in the quarterfinals, survived Dai Xiaoxiang of China in a semifinal shoot-off and then beat Japan’s Takaharu Furukawa to gold.
The success of the Olympics in London was followed by a financially-troubled Games in Rio de Janeiro. The first Olympics in South America were awarded in a period of plenty for Brazil – but by the time they took place in 2016, the landscape was vastly different.
Archery took place in one of the city’s most iconic thoroughfares, the Sambodromo, brought to life once a year for the world-famous Carnival.
Unlike the Olympic Park, which was in a suburban neighbourhood in the west, the venue was sandwiched between favelas in the city’s downtown. It was, however, perhaps the most atmospheric venue of all, with a backdrop of the Corcovado mountain and the statue of Christ the Redeemer. Across seven days of competition in wildly variable weather, the unique spot left an impression.
It was hoped to introduce the mixed team in Rio – but challenges ahead of the Games prevented it.
The competition followed the same format as London but finally brought the set system to the team events. It was also the first Olympics to utilise electronic scoring, made possible by huge laser frames erected around the targets, the first iteration of automatic arrow spotting that was implemented at World Archery events.
Korea – for the first (and to date only) time – took every available gold medal.
It was the apotheosis of a system funded to produce Olympic results, even if neither of the individual winners, Chang Hye Jin and Ku Bonchan, went into the competition as favourites. And even if neither is still considered among the pantheon of true greats.
It felt almost as if a bubble had burst.
Sure, archery was professional. But Korea was the most professional. At an Olympic Games in which the village, where athletes were living, was at least a 45-minute drive away, the team had installed a secret rest facility close to the venue.
A squad so clearly better organised, better funded and better backed had arrived… surveyed… and conquered.
Before 1992, archery was at risk of Olympic exclusion, its competition format in dire need of evolution to maintain relevance in a rapidly-evolving and television-first environment.
By 2012, the head-to-head format, a preference for iconic venues, the launch of the Archery World Cup and, finally, the set system, had earnt the sport serious respect. After London, archery’s financial status was upgraded – meaning it would receive a larger share of revenues from the Olympics. The trend continued through Rio. Media numbers and interest figures were higher than other ‘better-known’ Olympic sports.
With the mixed team finally added for Tokyo, optimism was high for Tokyo. It would be the fourth Games in Japan (including two in the winter) but the fourth to include archery.
In Yumenoshima Park – dream island park – on the edge of the water in the large bay, perched on a reclaimed landfill, a permanent archery range was erected. Nextdoor, a spectacular temporary finals arena was built with capacity for more than 5600 people. It had a design that looked, from the outfield, almost like a classical piece of Japanese architecture.
It might have been the best Olympic finals field ever constructed – but would sadly never see a paying customer. Only a handful of teammates, coaches and press would ever sit in its acreage of seats. At full capacity, you could only imagine what a theatre it would have been.
Of course, no one could have predicted what would happen in 2020.
The Olympic Games were finally held in 2021 after an unprecedented postponement and with Japan still not recovered from the swirling pandemic that upended the entire world. For the first time in Olympic history, the Games were held behind closed doors, with the venues open to television cameras and journalists – but not an audience.
Such decisions remain controversial – but not as difficult as the decision to have them go ahead. The extraordinary protective system, staffed by countless volunteers and professionals, isolated Olympic visitors and (largely very successfully) prevented any further outbreaks. For a lot of the sporting contingent, getting Tokyo over and done with was simply an immense relief.
But in the reality of the arena, despite the protocols, despite the empty seats and despite the delay, the atmosphere was… Olympic.
A record five archery medals were awarded over a record eight days.
In the intense Japanese heat, An San took a record three of those, winning first mixed team, then team and, finally, individual gold. The unprecedented haul for a single archer at a single Games propelled her into joint-fourth in the all-time Olympic medal table and made her an overnight sensation in Korea.
Tokyo also brought a first-ever archery medal for Turkey as Mete Gazoz leapt in celebration after becoming Olympic Champion.
His reaction, seconds after loosing the last arrow of his final against Mauro Nespoli, was the perfect release after an intense competition, featuring some of the closest-fought battles in Olympic history, made all the more poignant by the delays and uncertainty of the previous year-and-a-half. (And seen, on screen, as the first Games to feature on-screen heartrate figures during shooting, visualising the immense pressure on the athletes’ shoulders.)
“We’ve waited 100 years for this,” said Turkish head coach Goktug Ergin after the final.
“After 2016, after Rio, I promised myself I would be Olympic Champion next time in Tokyo,” said Gazoz, a full-time professional archer since his early teens. “I worked really hard, I did all the things necessary to be here, to be on top of the podium, and I’m really happy to be able to win this medal.”
The future of Olympic archery is bright.
The competition will be held at Invalides in Paris in 2024 – right in the centre of the city – and World Archery has proposed compound’s inclusion at LA28. If the latter is approved, a brand-new chapter will begin.
Much has changed since archery returned to the programme of the Olympic Games in 1972.
Then, the format was geared towards the history of the sport, now it balances competitive results with spectator enjoyment. Then, archery was an outsider, now it is core to the Olympics. Then, the athletes were amateurs, now they are professionals.
But at least one thing remains.
“The Olympics is a dream,” said John Williams, who won the men’s event in 1972. “And I was able to fulfil that dream.”
|
||||
410
|
dbpedia
|
3
| 19
|
https://www.buzzfeed.com/angelicaamartinez/olympics-pictures
|
en
|
47 Historical Images From Past Olympics That Must Be Seen To Be Believed
|
[
"https://img.buzzfeed.com/buzzfeed-static/static/2024-06/enhanced/a1f45b798a7a/badge_images/getthatgold.png?output-format=jpg&output-quality=auto",
"https://img.buzzfeed.com/buzzfeed-static/static/user_images/dUkQDF7Ln_large.jpg?crop=500%3A499%3B-1%2C0&downsize=120:*&output-format=jpg&output-quality=auto",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/18/asset/94ae5e00e1e8/sub-buzz-7440-1722624588-3.jpg?downsize=700%3A%2A&output-quality=auto&output-format=auto",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/18/asset/d8e218d0128d/sub-buzz-1045-1722624704-1.jpg?downsize=700%3A%2A&output-quality=auto&output-format=auto",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/18/asset/36be81b6a1ed/sub-buzz-999-1722624876-1.jpg?downsize=700%3A%2A&output-quality=auto&output-format=auto",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/18/asset/19d50b4bff64/sub-buzz-6220-1722625001-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/18/asset/19d50b4bff64/sub-buzz-6220-1722625001-1.jpg",
"https://img.buzzfeed.com/store-an-image-prod-us-east-1/jP53cI-vR.png?crop=781%3A620%3B170%2C0",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/18/asset/d8e218d0128d/sub-buzz-1063-1722625159-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/18/asset/d8e218d0128d/sub-buzz-1063-1722625159-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/19/asset/19d50b4bff64/sub-buzz-6230-1722625376-8.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/19/asset/19d50b4bff64/sub-buzz-6230-1722625376-8.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/19/asset/72406d0c90a1/sub-buzz-5351-1722625784-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/19/asset/72406d0c90a1/sub-buzz-5351-1722625784-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/19/asset/72406d0c90a1/sub-buzz-5371-1722626041-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/19/asset/72406d0c90a1/sub-buzz-5371-1722626041-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/19/asset/72406d0c90a1/sub-buzz-5364-1722626181-2.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/19/asset/72406d0c90a1/sub-buzz-5364-1722626181-2.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/19/asset/94ae5e00e1e8/sub-buzz-7570-1722626643-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/19/asset/94ae5e00e1e8/sub-buzz-7570-1722626643-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/19/asset/94ae5e00e1e8/sub-buzz-7593-1722626932-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/19/asset/94ae5e00e1e8/sub-buzz-7593-1722626932-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/18/asset/9d6815c8eebe/sub-buzz-1684-1722883513-8.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/18/asset/9d6815c8eebe/sub-buzz-1684-1722883513-8.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/20/asset/dafb38234055/sub-buzz-478-1722631227-7.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/20/asset/dafb38234055/sub-buzz-478-1722631227-7.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/20/asset/fd7fcfcbabad/sub-buzz-492-1722631315-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/20/asset/fd7fcfcbabad/sub-buzz-492-1722631315-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/21/asset/19d50b4bff64/sub-buzz-6641-1722632707-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/21/asset/19d50b4bff64/sub-buzz-6641-1722632707-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/20/asset/36be81b6a1ed/sub-buzz-1412-1722632243-7.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/20/asset/36be81b6a1ed/sub-buzz-1412-1722632243-7.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/21/asset/72406d0c90a1/sub-buzz-5828-1722633922-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/21/asset/72406d0c90a1/sub-buzz-5828-1722633922-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/21/asset/36be81b6a1ed/sub-buzz-1533-1722634054-2.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/21/asset/36be81b6a1ed/sub-buzz-1533-1722634054-2.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/21/asset/dafb38234055/sub-buzz-762-1722635644-9.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/21/asset/dafb38234055/sub-buzz-762-1722635644-9.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/21/asset/72406d0c90a1/sub-buzz-5950-1722635729-2.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/21/asset/72406d0c90a1/sub-buzz-5950-1722635729-2.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/22/asset/dafb38234055/sub-buzz-824-1722636353-2.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/22/asset/dafb38234055/sub-buzz-824-1722636353-2.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/b26d5de0034d/sub-buzz-542-1722890573-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/b26d5de0034d/sub-buzz-542-1722890573-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/22/asset/72406d0c90a1/sub-buzz-6116-1722637665-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/22/asset/72406d0c90a1/sub-buzz-6116-1722637665-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/22/asset/72406d0c90a1/sub-buzz-6116-1722637885-3.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/22/asset/72406d0c90a1/sub-buzz-6116-1722637885-3.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/22/asset/03c247995592/sub-buzz-2246-1722638157-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/22/asset/03c247995592/sub-buzz-2246-1722638157-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/22/asset/d4fceffc7335/sub-buzz-450-1722638619-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/22/asset/d4fceffc7335/sub-buzz-450-1722638619-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/23/asset/72406d0c90a1/sub-buzz-6197-1722640009-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/23/asset/72406d0c90a1/sub-buzz-6197-1722640009-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/23/asset/03c247995592/sub-buzz-2369-1722640883-21.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/23/asset/03c247995592/sub-buzz-2369-1722640883-21.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/23/asset/cfe177b2b583/sub-buzz-611-1722641494-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/23/asset/cfe177b2b583/sub-buzz-611-1722641494-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/23/asset/d8e218d0128d/sub-buzz-2046-1722641305-3.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/2/23/asset/d8e218d0128d/sub-buzz-2046-1722641305-3.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/9a0bd5d3a41c/sub-buzz-565-1722890873-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/9a0bd5d3a41c/sub-buzz-565-1722890873-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/9a0bd5d3a41c/sub-buzz-565-1722890928-3.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/9a0bd5d3a41c/sub-buzz-565-1722890928-3.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/b26d5de0034d/sub-buzz-564-1722891015-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/b26d5de0034d/sub-buzz-564-1722891015-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/40223973cde2/sub-buzz-557-1722891044-2.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/40223973cde2/sub-buzz-557-1722891044-2.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/19/asset/32eeaf69bdf0/sub-buzz-2043-1722885031-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/19/asset/32eeaf69bdf0/sub-buzz-2043-1722885031-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/0f42be31c49d/sub-buzz-504-1722890139-2.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/0f42be31c49d/sub-buzz-504-1722890139-2.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/19/asset/cfa2bad037c6/sub-buzz-1310-1722884694-8.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/19/asset/cfa2bad037c6/sub-buzz-1310-1722884694-8.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/6/0/asset/78b0dfd2ccc7/sub-buzz-455-1722902572-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/6/0/asset/78b0dfd2ccc7/sub-buzz-455-1722902572-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/19/asset/a1418569ff1a/sub-buzz-805-1722885152-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/19/asset/a1418569ff1a/sub-buzz-805-1722885152-1.jpg",
"https://img.youtube.com/vi/7VzDDLumYYU/mqdefault.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/22/asset/a26f99874dae/sub-buzz-2220-1722898425-3.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/22/asset/a26f99874dae/sub-buzz-2220-1722898425-3.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/19/asset/a26f99874dae/sub-buzz-1291-1722884835-2.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/19/asset/a26f99874dae/sub-buzz-1291-1722884835-2.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/19/asset/dd79c8f9958f/sub-buzz-1822-1722884799-8.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/19/asset/dd79c8f9958f/sub-buzz-1822-1722884799-8.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/505864498a29/sub-buzz-518-1722890340-8.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/505864498a29/sub-buzz-518-1722890340-8.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/8f847f02fd97/sub-buzz-542-1722890360-3.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/8f847f02fd97/sub-buzz-542-1722890360-3.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/b26d5de0034d/sub-buzz-593-1722891529-8.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/b26d5de0034d/sub-buzz-593-1722891529-8.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/b59d2afa159c/sub-buzz-1068-1722890426-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/20/asset/b59d2afa159c/sub-buzz-1068-1722890426-1.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/23/asset/1b862c23284a/sub-buzz-2290-1722900859-13.jpg",
"https://img.buzzfeed.com/buzzfeed-static/static/2024-08/5/23/asset/1b862c23284a/sub-buzz-2290-1722900859-13.jpg",
"https://img.youtube.com/vi/r_CfENkPzX4/mqdefault.jpg",
"https://img.buzzfeed.com/store-an-image-prod-us-east-1/jP53cI-vR.png?crop=370%3A620%3B580%2C0"
] |
[] |
[] |
[
""
] | null |
[
"Angelica Martinez"
] |
2024-08-07T12:16:02+00:00
|
I have a whole new perspective on the Olympics after seeing these.
|
en
|
/static-assets/_next/static/images/favicon-496b7cee633e6a7dca162654e1bb39c9.ico
|
BuzzFeed
|
https://www.buzzfeed.com/angelicaamartinez/olympics-pictures
|
Hot Topic
🔥 Full coverage and conversation on 2024 Summer Olympics
1. The 100 meters sprint at "the first Olympic Games of the Modern Era" which took place in Athens, Greece in 1896:
2. And the crowd at that same 1896 Olympics:
3. The American track and field athletes at the 1900 Olympics in France:
4. An athlete "barrel jumping" at the 1904 summer Olympics held in St. Louis, Missouri:
BuzzFeed TrendingHot Topic
Let's chat about all things Summer Olympics
See our 2024 Summer Olympics Discussions
5. Female archers competing in the National Round at the 1908 London Olympics:
6. Dorando Pietri — a marathon runner from Italy — on the verge of collapse and being helped across the finish line:
7. Howard P. Drew, an American track and field athlete dubbed "the first great Black sprinter" traveling to Sweden for the 1912 summer Olympics:
8. A crowd gathered at the pier, watching American athletes sail into Stockholm:
9. Italian rowers Ercole Olgeni and Giovanni Scatturin celebrating their gold medal win with a kiss at the 1920 Games in Belgium:
10. The Canadian ice hockey team scoring a goal against the United States at the first winter Olympics in 1924:
11. The first ever Olympic Village at the 1924 games in France:
12. American runner Betty Robinson winning the women's 100-meter dash in 1928, making her the first woman to win a gold medal in a track and field race:
13. The torch being lit during the opening ceremony of the 1936 Olympic games in Berlin:
14. American track and field athlete Jesse Owens — who Hitler refused to congratulate — winning gold for long jump:
15. A make-shift radio station set up in the St. Moritz Hotel to cover the Games:
16. The lighting of the torch at Wembley Stadium in London for the Summer Olympics in June of 1948:
17. Australian swimmer Murray Rose signing autographs at the 1956 Melbourne Summer Olympics:
18. The aftermath of a brawl that broke out during the final moments of a water polo game between the USSR and Hungary, dubbed the "Blood in the Water" match:
19. Crowds inside Blythe Arena at the 1960 Winter Olympics in Squaw Valley, California:
20. A protest during the opening ceremony of the 1960 Summer Games in Rome due to the Olympic committee forcing Taiwan to complete as "Formosa" rather than "The Republic of China":
21. American track and field star Wilma Rudolph crossing the finish line during the 100-meter dash semi-finals in Rome:
22. Ethiopian athlete Abebe Bikila running the marathon barefoot:
23. Austrian soldiers carrying snow to the slopes in Innsbruck, Austria — which hosted the 1964 Games — due to a shortage of snow and ice:
24. The lighting of the cauldron at the 1964 Summer Olympics in Tokyo — the first games to be held in Asia:
25. Two American athletes — Tommie Smith and John Carlos — raising their fists in a Black Power Salute during the U.S. national anthem after being awarded their respective gold and bronze medals for the 200-meter race during the 1968 Games:
26. Sally Welford modeling a uniform worn by guides during the 1968 Olympics in Mexico City, which combined aesthetics of Indigenous Mexican art with '60s psychedelia:
27. The U.S. basketball team (above) vs. the USSR team (below) reacting to the controversial outcome of the men's basketball final at the 1972 Olympics, in which the USSR won by one point, taking home the gold:
28. Romanian gymnast Nadia Comaneci on the balance beam at the 1976 Olympics in Canada. She was the first gymnast in Olympic history to be awarded a perfect score of 10.0:
29. Queen Elizabeth II and her son, Prince Edward, watching Princess Anne compete in a cross-country equestrian event at the 1976 Olympics in Canada:
30. And here's Princess Anne competing:
31. Polish pole vaulter Władysław Kozakiewicz reacting to his gold medal-winning and world record setting-performance at the 1980 Moscow Olympics by flashing the crowd this "up yours" gesture that later became known as "Gest Kozakiewicza":
32. The "Miracle on Ice," in which the underdog U.S. men's hockey team defeated the Soviet Union's team and went on to win the gold at the 1980 Olympics in Lake Placid, New York:
33. U.S. swimmer Greg Louganis hitting his head on the diving board during the preliminary dive for the three-meter competition at the 1988 Seoul Olympics. Louganis got a concussion from the incident but still went on to compete in the finals, where he successfully executed a "Dive of Death" and won the gold:
34. American runner Florence Griffith-Joyner celebrating her gold medal win in the 100-meter final at the 1988 games. She set a world record for both the 100-meter and 200-meter events, which still stand all these years later:
35. British runner Derek Redmond being assisted by his father after tearing his right hamstring 150m into his semifinal race at the 1992 Olympics in Barcelona:
36. Members of the U.S. men's basketball "Dream Team" at the 1992 Olympics celebrating their win. They took home the gold and are considered by many to be "the best basketball team of all time":
37. American figure skater Tonya Harding crying as she leaves the ice in the midst of her 1994 free program performance:
38. U.S. figure skater Nancy Kerrigan (left) — who Harding and her husband had tried to sabotage from reaching the Olympics that year — winning the silver medal:
39. U.S. gymnast Kerri Strug being carried by her coach, Bela Karolyi, during the team competition. Strug injured her ankle after landing poorly in her first vault attempt, but continued on despite her injury and scored a 9.712:
You can watch Strug perform despite her injured ankle below:
40. Muhammad Ali lighting the Olympic Cauldron at the 1996 Summer Games held in Atlanta, Georgia:
41. North and South Korea marching as one at the opening ceremony of the 2000 Olympic Games in Sydney, Australia:
42. 22-year old swimmer Eric Moussambani of Equatorial Guinea competing alone in the men’s 100m freestyle event after his two competitors — Karin Bare of Nigeria and Farkhod Oripov of Tajikistan — were disqualified for false starts:
43. Brazilian long-distance runner Vanderlei de Lima being shoved into the crowd during his marathon run by an audience member, "defrocked Irish priest" Cornelius Horan:
44. Jamaican runner Usain Bolt after winning the men's 100m final at the 2008 Olympic Games in Beijing:
45. U.S. swimmer Michael Phelps reacting to his win in the men's 100m butterfly race, which awarded him his seventh gold of the Games:
46. Usain Bolt running in the 100m semifinal at the 2016 Rio Olympics:
47. And finally, Nikki Hamblin of New Zealand and Abbey D'Agostino helping each other after a collision during the women's 5000m race at the 2016 Rio Games:
You can watch the collision — and how they expertly handled it — below:
Hot Topic
🔥 Full coverage and conversation on 2024 Summer Olympics
Share This Article
|
||||
410
|
dbpedia
|
2
| 43
|
https://archivalarchery.org/L1/naa_releases.htm
|
en
|
NArchival Archery Releases
|
[
"http://www.archivalarchery.org/images/logo.gif",
"https://archivalarchery.org/images/usaarchery.gif",
"https://archivalarchery.org/images/classic_125.gif",
"https://archivalarchery.org/images/usparalympics.jpg",
"http://www.archivalarchery.org/images/fita.gif",
"https://archivalarchery.org/images/ipc.gif",
"http://www.archivalarchery.org/images/Texasflag1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/L1/naa_releases_files/image002.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif",
"https://archivalarchery.org/_themes/texasarcherynew/arrowline1.gif"
] |
[] |
[] |
[
""
] | null |
[] | null | null |
"New Archer of the Year" awards are given to the top finishers among those archers who have been shooting for less than one year. The New Archers of the Year for 2003 are as follows: Men's Recurve - Adrian Choriw (ACCC), Men's Compound - Whalen Rozelle (Stanford), Women's Recurve - Rebecca Popp (Columbia), Women's Compound - Nichole Kimball (JMU)
A A&M University captured their eighth consecutive national team title. The collegiate Coach of the Year Award went to Frank Thomas, one of TAMU's coaches.
For a complete listing of all FITA results, please visit: http://www.achivalarchery.org/Results/usiac/2003/usiac2003.htm
Butch Johnson Wins Gold at European Grand Prix in Croatia
by Mary Beth Vorwerk - USA Archery
FOR IMMEDIATE RELEASE May 13, 2003
POREC, CROATIA - Three-time Olympian and 1996 Olympic gold medallist, Butch Johnson (Woodstock, Conn.), captured gold for the USA in the Individual Senior Recurve Men's competition at the European Grand Prix this past Saturday. The European Grand Prix was held May 4-10 in Porec, Croatia.
Johnson took first place overall after placing 11th on the ranking round FITA with a total score of 1321. He beat out Viktor Ruban of Ukraine in the gold medal match 111 to 104. Ruban shot a score of 1316 and was ranked 16th going into the elimination rounds. Australia's David Barnes, who Johnson defeated in the semi-finals, won the bronze medal. Barnes was the 2nd seed, finishing the FITA with a score of 1343.
"We are very pleased with Butch's success," said U.S. Men's Coach, Tom Parrish. "It's interesting that when he was introduced for the semi-final match the announcer said, 'and shooting on target number three, a legend in archery, Richard Johnson'. Obviously the legend lives on."
Finishing in the fifth spot for the U.S. was Jason McKittrick (Moores Hill, Ind.) who shot 1317 on the FITA. McKittrick was defeated by his teammate, Johnson, in the quarterfinal round 114 to 112. Chris Shull (Chula Vista, Calif.) finished in 35th place and shot a 1293 on the FITA.
In the Senior Recurve Women's event, Poland's Iwona Marcinkiewicz won the gold, while Evangelia Psarra of Greece took the silver. Yulia Lobzhenidze of Ukraine won the bronze.
For the U.S., Jennifer Nichols (Cheyenne, Wyo.) shot a score of 1292 and finished sixth overall. 2000 Olympian, Karen Scavotto (Chula Vista, Calif.), shot a 1293 and took 16th place. Roxanne Reimann (Manchester, Conn.) shot a 1244 and finished 44th. Two-time Olympian, Janet Dykman (El Monte, Calif.), shot a 1235 and finished in 69th place.
In Men's Senior Recurve team competition, Ukraine finished first beating out the Netherlands. Taking the bronze was Sweden and the U.S. team of Shull, McKittrick and Johnson finished 12th.
Taking home the gold for the Senior Women's team event was also Ukraine. Turkey took second and Poland finished third. Nichols, Scavotto and Reimann finished in the 8th spot for the U.S.
"Every time we get a chance to shoot in a large international event it's a valuable experience for us," said Parrish. "The team round was disappointing, but overall we had some positive results in Croatia. Some of our archers shot personal best distance scores and in the elimination rounds, Jennifer, Jason and Butch, in particular, did very well."
Each year there are three European Grand Prix Events. This year, the U.S. will attend two out of the three tournaments. The next European Grand Prix the U.S. will send a team to is in Antalya, Turkey June 17-21
For a complete set of European Grand Prix (Croatia) results, please visit The US ARCHERY WEBSITE or the FITA Website.
Coaching Staff Selected for Pan Am and Olympic Games
By Mary Beth Vorwerk - USA Archery
FOR IMMEDIATE RELEASE May 1, 2003
COLORADO SPRINGS, Colo. - USA Archery has officially announced the Coaching Staff for the 2003 Pan American Games in Santo Domingo, Dominican Republic and the 2004 Olympic Games in Athens, Greece.
Tom Parrish (Austin, A) will serve as the Men's Coach for the Pan Am Games and Cindy Bevilacqua (West Chester, Pa.) will be the Women's Coach. Two-time Olympic Coach (1996 and 2000), Lloyd Brown, (San Diego, Calif.) will serve as Team Leader for the 2003 Pan Am Games.
The 2004 Olympic Coaching Staff will include Men's Coach, Frank Thomas (College Station, A) and Women's Coach, Sheri Rhodes (Sacramento, Calif.), who was also the 1988 Olympic Coach. The Team Leader for the 2004 Olympics will be Tom Green (Wilton, Calif.).
Tom Parrish has the ingredients to take the 2003 Men's Pan American Team to the top and is well prepared for the position. His most recent accomplishments include: Head Coach for the U.S. Archery Team at the World University Archery Championships in Chonburi, Thailand in July of 2002 and Men's Team Coach for the U.S. Archery Team at the European Grand Prix in Erlangen, Germany in May of 2002. Parrish was named the National Archery Association (NAA), National Coach of the Year in 2001 and he was also Head Coach for the U.S. Archery Team at the World Indoor Championships in Florence, Italy in March of 2001. Parrish has been the lead coach for the Men's Gold Track program since 2000. He will also serve as the Men's Head Coach of the U.S. Archery Team at the European Grand Prix in Porec, Croatia May 4-10.
Cindy Bevilacqua has proven herself as a successful women's archery coach during international events over the past few years. Bevilacqua is familiar with the top women archers through her work with the Gold Track program. She was the 2001-2003 Women's Gold Track Program Coach, the 2002 Women's Coach at the European Grand Prix in Croatia and Turkey, the 2002 Team Coach for the Jr. World team at the Junior World Championships in the Czech Republic. Bevilacqua has also served as Head Coach for several Jr. World Indoor Teams.
With his extensive coaching experience, Lloyd Brown will be a tremendous asset to the Pan American Staff in the role of Team Leader. He was the coach for the 2000 Olympics, 1999 Pan Americans Games, 1999 World Target Championships, 1997 World Target Championships, 1996 Olympics, 1995 World Target Championships, 1994 Jr. World Championships, 1993 World Target Championships and the 1993 Jr. World Championships. Brown is currently the USA Archery Resident Athlete Coach in Chula Vista, Calif. and a member of the Coaches Development Committee.
As the Men's Coach for the 2004 Olympic Games, Frank Thomas will bring with him a vast amount of experience as an archery coach. He has been working with the men's Gold Track Program for the past two years, he has prior experience as a U.S. team coach, which includes the 1997 World Target Championships, 1997 Russian Grand Prix, 1998 German Grand Prix, 1999 Pan American Games, 2001 Turkish Grand Prix, 2002 Croatian Grand Prix, 2002 Turkish Grand Prix (where he led the men's team to a victory over Korea) and the 2002 Pan American Qualifier. Thomas will also serve as the Men's Head Coach of the U.S. Archery Team at the European Grand Prix in Antalya, Turkey June 17-21.
Sheri Rhodes has a tremendous amount of experience in coaching archery teams. She has proven success as a U.S. team coach, which includes: the World Target Championships in 1983, 1991, 1993 and 1997; the Pan American Games in 1987 and 1985; the Olympic Games in 1988 and numerous other indoor championships and Grand Prix events. Rhodes was one of the initiators of the Women's Fast Track Program and has been the head coach for the Women's Gold Track Program for the past three years. She will also serve as the Women's Head Coach of the U.S. Archery Team at the European Grand Prix in Porec, Croatia May 4-10 and Antalya, Turkey June 17-21.
Tom Green is one of the best and most experienced team leaders in the NAA. Green has been a team leader since 1987 and has participated in numerous USA Archery Team (USAT) camps, Olympic festivals, Championship of the America's, the Pan American Games, Grand Prix events (most recently the 2001 Korean Invitational and the 2002 Croatian Grand Prix), World Field Championships and World Target Championships. Green is also a Level 4 coach and has been a FITA judge since 1995.
Archery competition for the Pan American Games will be August 12-16, 2003 in Santo Domingo and the competition for the 2004 Olympic Games in Athens will be August 15-21, 2004. For more information, please visit www.usarchery.org.
Resident Athletes Come out Strong at A Shootout
By Mary Beth Vorwerk - USA Archery
FOR IMMEDIATE RELEASE April 29, 2003
COLLEGE STATION, TEXAS - The winds stayed away this year making weather conditions ideal for the 2003 A Shootout, which was held April 26-27 at A A&M University (TAMU) in College Station, A. The TAMU Archers hosted the event for the 135 archers who participated.
Weather conditions for the tournament was sunny and nice, with temperatures in the low 80's and very little wind except early on Saturday and during the final rounds on Sunday. This was a welcome change from the heat and high winds that challenged the archers at last year's tournament.
This was the second of five United States Archery Team (USAT) qualifying events that will determine who will be part of the 2003-2004 USAT. The Arizona Cup, which was held April 11-14 in Phoenix, Ariz., was the first of the qualifying events. The Gold Cup is the third qualifying tournament and will take place May 23-25 in Bloomfield, N.J.
For Recurve archers, the World/Pan Am Trials in Chula Vista, Calif. June 4-8 and the 119th National Target Championships, which are being held in Reading, Pa. July 28 - Aug. 1 also count as a USAT qualifier. For Compound shooters, the National Indoor Championships, which were held in February and March, and the National Field Championships that are taking place June 13-15 in Tippecanoe, Ohio can also be used as a USAT qualifier.
In the Men's Recurve division, Joe McGlyn (Floral Park, N.Y.) was the top qualifier with a score of 1304 on the FITA round, followed by Vic Wunderle (Mason City, Ill.), Jason McKittrick (Moores Hill, Ind.) and Chris Shull (Chula Vista, Calif.) respectively, all three shooting 1292.
In the Elimination Rounds, competition for the bronze medal matched a couple of "Guys." Sixth seed Guy Krueger (Olympic Training Center resident athlete in Chula Vista, Calif.) defeated 16th seed Guy Gerig (Deer Park, N.Y.) in a tiebreaker shootoff after tying with a score of 107 each.
In the Finals, 7th seed, Staten Holmes (San Antonio, A) defeated 4th seed, Chris Shull (Chula Vista, Calif.), by a score of 106 to 101, to take the gold. Shull, who is also a resident athlete at the Chula Vista OTC, took home the silver medal.
Fourth seed, Hyo Jung Kim (Korean archer now residing in A) defeated 2nd seed, Janet Dykman (El Monte, Calif.) by a score of 104 to 93, to take the gold in the Women's Recurve Division. Chula Vista OTC resident athlete and 3rd seed, Karen Scavatto, won the bronze medal match with a 100 to 99 squeaker over Marie-Pier Beaudet of Canada.
The Gold Medal match in the Men's Compound Division paired Kevin Eldredge (5th seed and the mayor of Hatch, Utah) against 6th seed Jake Hall (Templeton, Calif.). Eldredge won by a score of 109 to 100 taking home the gold. The bronze medal match was won by top seed Matt Cleland (Swanton, Ohio) over 2nd seed Jeff Krienke (Covington, La.) 107 to 104.
The Women's Compound Final was a pressure packed match between the top two seeds, Aya LaBrie (Aurora, Colo.) and Mary Zorn, a student at A A&M University. LaBrie finished one point ahead of Zorn on the FITA ranking round (1359 to 1358). LaBrie won the gold medal match by a score of 112 to 106. This is LaBrie's 2nd win of the 2003 season. Earlier in April she won the Arizona Cup event.
The bronze match was between Sally Wunderle (Peoria, IL) and Jamie Van Natta (Toledo, Ohio). The 5th seed Wunderle defeated the 3rd seed Van Natta, 109 to 107.
For complete results, please visit the A A&M Archery Web site at: http://recsports.tamu.edu/archery.
Archery Team Selected at Arizona Cup for Croatia Grand Prix
by Mary Beth Vorwerk - USA Archery
FOR IMMEDIATE RELEASE April 17, 2003
Phoenix, Ariz. - Approximately 300 archers including Olympians, national champions and world record holders from nine countries competed at the Arizona Cup April 11-14 at the Ben Avery Shooting Facility in Phoenix, Ariz.
The Arizona Cup is a national ranking event and one of five qualifying events for membership to the United States Archery Team (USAT). The event featured many of archery's top Recurve and Compound shooters from the U.S., Japan, Denmark, Sweden, Canada, Costa Rica, Great Britain, Netherlands and Mexico.
Winning the 2003 Arizona Cup in the Men's Recurve division was seventh seed Dennis Bager of Denmark. He defeated the number four seed and Olympic bronze medalist, Wietse van Alten of the Netherlands, 109 -104 in the final. Van Alten defeated Vic Wunderle of the U.S., 115 - 103 in one semi-final and Bager defeated third seed, Joe McGlyn of the U.S., 108 -103 in the other semi-final. McGlyn took the bronze by a score of 109 - 102 over Wunderle.
Wunderle, the 2000 Olympic silver medalist, had the high score on the FITA round and went into the elimination rounds seeded first. Rod White, another U.S. Olympian (team gold medalist in 1996), was seeded second, but lost to Bager in the quarterfinals.
The Women's Recurve winner was third seed, Hyo Jung Kim of Korea. Kim tied with top seed Jennifer Nichols of the U.S. in the final, 102 -102, but won the one-arrow shoot-off by a score of 8 to 5. To make the final, Nichols defeated U.S. teammate Kathie Loesch, 110 - 107 and Kim defeated second seed Karen Scavatto of the U.S., 102-98. Scavatto went on to win the bronze match over Loesch, 106 - 98.
In the Men's Compound division, 1st seed Dave Cousins of the U.S. won his 5th consecutive Arizona Cup with a score of 113, defeating the number six seed, Braden Gellenthien of the U.S., who shot a 108 in the final. Gellenthien finished with the silver medal and fifth seed Stewart Bowman shot a 114 to defeat number two seed Shane Hamilton of the U.S. and take the bronze. Hamilton finished with a score of 107.
The Women's Compound winner was number one seed, Aya LaBrie of the U.S. who shot a 108 and defeated eighth seeded Becky Pearson in the final, taking home the gold. Pearson finished with a score of 104 and walked away with a silver medal. Amber Dawson of the U.S. was the number four seed and finished in third with a score of 110, taking home the bronze. Third seed Maxine Bots took fourth place with a score of 99.
Following the Arizona Cup, a team consisting of four men and four women Recurve archers was selected to represent the U.S. at the European Grand Prix in Croatia, which will be held May 4-10. A new ranking was just completed that included the 2003 Arizona Cup. For this ranking period, the top four Recurve men and top four Recurve women, with their current match averages in parenthesis, include, for the men, Vic Wunderle (166.59), Butch Johnson (166.35), Joe McGlyn (165.36) and Jason McKittrick (163.92). Joe McGlyn will be unable to attend the Croatian Grand Prix, so the 5th ranked archer, Chris Shull (162.00) will round out the four-person team.
For the women, Jennifer Nichols (158.91), Karen Scavatto (158.37), Jessica Carleton (154.78), and Kathie Loesch (154.53) will represent the U.S. in Croatia. Jessica Carleton is unable to attend, therefore the 5th place person, Roxanne Reimann (154.26) will compete for the U.S. women.
Each year there are three European Grand Prix Events. This year, the U.S. will attend two out of the three tournaments. The European Grand Prix will take place in Porec, Croatia May 4-10, Evry, France May 27-31 and Antalya, Turkey June 17-21. The U.S. will send teams to Croatia and Turkey.
Tom Parrish will serve as the men's coach in Croatia and Sheri Rhodes will serve as the women's coach. The U.S. World Recurve Team will attend the Grand Prix in Turkey and that team will be determined in June at the World Trials in Chula Vista, Calif. Sheri Rhodes will be the women's coach in Turkey, and Frank Thomas will be the men's coach.
The USA Archery Grand Prix Teams are determined by the rolling ranking. The rolling ranking is a system of ranking used for Recurve archers, which calculates each archer's 18 arrow match average from their best four tournaments within a ranking period. There are generally 4-6 ranking periods throughout the calendar year. The rolling ranking is a part of the Special Athlete Support Program (SASP). For a full explanation of the SASP, please visit www.usarchery.org.
National Archery Association Reorganizes
Colorado Springs, Colo., April 7, 2003 - The National Archery Association (NAA) has officially announced a restructuring of the National Office Staff. With the recent addition of the High Performance Director (HPD), the majority of the responsibilities originally held by the NArchival Archery Director of Programs will now be assumed by the HPD. A new administrative assistant position to the HPD will be created in the coming months.
We wish to say farewell to Catherine Spears who has held the Director of Programs position since February 1, 2001. Catherine has made tremendous advances in the Junior Archery Olympic Development (JOAD) Program. Her passion for archery and youth has made a definite impact in the archery grassroots effort. We wish Catherine great success in her future endeavors.
For further information, please contact the NArchival Archery National Office at 719.866.4476.
High Performance Director (HPD) NamedCOLORADO SPRINGS, Colo., March 4, 2003 - USA Archery announced today that Tom Parrish (Austin, A) has officially been named as the High Performance Director (HPD). Parrish joins USA Archery from the University of A at Austin where he served as a Specialist in the Department of Kinesiology and Health Education.
Parrish has served as the head coach for several USA Archery teams over the past couple of years. In 2002, was the head coach for the USA Archery Team at the World University Championships and the European Grand Prix.
Parrish also served as head coach for the USA Archery Team at the European Grand Prix in 2001 and was head coach for the 2001 World Indoor Championships. That year, Parrish was named the National Archery Association (NAA) National Coach of the Year and the NArchival Archery College Division National Coach of the Year. He has also been the head coach for the University of A Archery Team from 1997- present.
"We are very excited to have Tom Parrish join the USA Archery staff," said Brad Camp, Executive Director of USA Archery. "With his experience as a coach, we have great confidence that Tom will do an excellent job in improving our elite programs and athlete performance."
As the HPD, Parrish will be responsible for coaching and coaching development for USA Archery. He will assume responsibility for many of the programs within USA Archery. Parrish will continue to serve as the Chair of the Coaches Development Committee (CDC), a role he has served in as a volunteer since 1999. He has been a member of the CDC since 1996.
His primary responsibilities at USA Archery will be geared toward elite programs and athletes, ensuring continued medal performance in international and Olympic competitions.
"This is a tremendous opportunity for me to continue serving the sport I love," said Parrish. "USA Archery is facing some challenges, but those challenges provide an opportunity for positive change. I'm excited about the possibilities and about working with other devoted members of the archery community."
Parrish begins his duties with USA Archery immediately and will relocate to Colorado Springs in May.
JR USAT CAMP ANNOUNCED
2/14/2003
Jr USAT member and coaches,
The date for the 2003 JR USAT camp is set for May 17-23 of this year. The NArchival Archery will provide your room and board. You will be responsible for your own travel. I will be sending out information to all of you that will need to filled out and sent back to myself and MJ Rogers. There is transportation from the Airport to the OTC and back. I think you will enjoy the coaches that have been selected by the Coaches Development Committee. They are: Bob Towne, Wayne McCullough, Jackie Fiala, Neil Foster, and Lloyd Brown.
There are four female archers who have been invited at their expense to this camp. They did not meet all the requirements of the Jr. USAT but were in the top five in their category. They are Lindsey Carmichael, Marie Deragnaucourt, Justine McCullough, and Corrine Yohann. Please welcome them to the camp in May.
Email is the way the coaches will get in touch with everyone with a schedule for the week and any other information that they want to send out. If you notice an email that is outdated or wrong, please email me, and if you know of an email for Brad Rega or Thomas Nealy please let me know. For now I will call them and snail mail them.
Once again Congratulations! I think we have another GREAT group of archers and am proud of each one of you.
I have also asked that Ron Carmichael and Ted Hard post the camp dates on their web sites. Please join me in thanking them for everything they do for our sport!
Best Regards, Catherine Spears Director of Programs NAA/USA Archery 719-866-4681 719-632-4733 Fax Promoting the Future of Target Archery
FOR IMMEDIATE RELEASE Contact: Desirae Freiherr, USA Archery, 719.866.4621 Sept. 9, 2002
World Field Archery Championship begin Tuesday
Canberra, Australia - The World Field Archery Championships will begin Tuesday, Sept. 10 and will continue through Saturday, Sept. 14th in Canberra, Australia. Twenty-two countries and 160 archers will compete for the World Field title. The following archers will represent the United States:
Female Recurve: Janet Barrs (Sandy, Utah), Erika Aya La Brie (Aurora, Colo.), Kristin Milchanowski (Ft. Worth, A) Female Compound: Susan Thompson (Douglasville, Ga.), Glenda Merrill (Bend, Oregon), Nancy Zorn (Warrensville, Ill.) Female Barebow: Kathy Greene (Tucson, Ariz.), Phyllis Shipman (Haleiwa, Haiwaii), Kristine Ehrich (Austin, A) Male Recurve: Jay Barrs (Sandy, Utah), Joe McGlyn (Floral Park, NY), Mike Gerard (Bluffdale, Utah) Male Compound: Dave Cousins (Standish, Maine), Roger Hoyle (Cedar City, Utah), Jeff Button (Cottage Grove, Wis.) Male Barebow: Mark Applegate (Grass Valley, Calif.), Skip Trafford (Tucson, Ariz.), Harold Rush (Payson, Ariz.) Coaches: MJ Rogers, Ginger Hopwood Team Leader: Tom Green
Field archery is unique from competitive target archery in the fact that distances vary from 10 meters to 65 meters and some targets are set at unmarked distances. Each course varies and target is different. Competitors will shoot uphill and downhill. Archers must be able to accurately estimate the distance and size of the target and will be challenged by terrain, weather and international competition.
Results will be available daily at http://www.canberraarchery.com.au/fieldresults.htm>. and http://www.usarchery.org. Please contact Desirae Freiherr at 719.866.4621 or mailto:dfreiherr@usarchery.org with any additional questions.
FOR IMMEDIATE RELEASE
DATE: June 27, 2002
CONTACT: Desirae Freiherr (719) 866-4621
Mens team Advances at XV Golden Arrow Grand Prix Tournament in Turkey
Antalya, Turkey - All four U.S. recurve men archers have advanced at the 2002 Golden Arrow Grand Prix in Antalya, Turkey in the 70m qualification round. The U.S. women will shoot later today. The elimination round will begin on Friday and conclude on Saturday.
The highest qualifier for the U.S. was Vic Wunderle (Mason City, Ill.) who placed 8th with a score of 663 in the 72-arrow qualifying round. Richard Butch Johnson (Woodstock, Conn.) also qualified in 11th place with a score of 660. Chris Shull (College Station, A) placed 32nd with a score of 640 and Jason McKittrick (Holton, Ind.) finished two points behind Shull in 37th place with a score of 638.
The top 64 archers in each category will compete in the elimination rounds. The women will compete Thursday afternoon to determine who will move on. Archers are competing among top athletes from 25 countries. This event is the Operation Gold event for U.S. archers.
For complete results, please see http://www.turkisharchery.org/m_o_2.html.
FOR IMMEDIATE RELEASE
DATE: June 25, 2002
CONTACT: Desirae Freiherr (719) 866-4621
Jay Barrs Claims Ninth Consecutive National Field Archery Title
Spokane, Wash. Jay Barrs (Sandy, Utah) captured his ninth consecutive and 14th career United States Field Archery Championship on Saturday in the mens Recurve Bow category. The event was held in Spokane, Washington. Barrs, a 1988 Olympic gold and silver medalist, compiled a two-day total of 672.
Mike Gerard (Bluffdale, Utah) was second with a score of 646, while Joe McGlyn (Floral Park, N.Y.) placed third with a total of 641.
The mens compound division was divided by a slim two-point margin. The mens Compound Bow title was won by Roger Hoyle (Cedar City, Utah) with a score
of 712. Defending champion, Dave Cousins (Standish, Maine) placed second with 711 points. Jeff Button (Cottage Grove, Wis.) was third with 710 points.
In the womens Recurve Bow division, Janet Barrs (Sandy, Utah) captured her sixth consecutive national championship, and seventh overall title, with a
score of 605. Aya La Brie (Sun Prarie, Wis.) placed second with a score of 564. Kristin Michalnowski (Ft. Worth, A) finished third with 541 points.
Nancy Zorn (Warrensville, Ill.) won the title in the womens Compound Bow division with a score of 684. Susan Thompson (Stony Point, N.Y.) placed
second with 683 points, and Jahna Davis- Nunn (Helena, Mont.) was third with a total of 678.
The mens Barebow title was claimed by Mark Applegate (Grass Valley, Calif.) with 595 total points. Skip Trafford (Tucson, Ariz.) placed second with a
score of 569, followed by Harold Rush (Payson, Ariz.) with 558 points.
Womens Barebow archer, Phyllis Shipman (Haleiwa, Hawaii) with 464 total points. Kathy Greene (Tucson, Ariz.) placed second with a score of 455,
followed by Kristine Ehrich (Austin, A) with 445 points.
For complete results, please visit www.usarchery.org.
FOR IMMEDIATE RELEASE
DATE: June 25, 2002
CONTACT: Desirae Freiherr (719) 866-4621
2002 World Field Archery Team named
Colorado Springs, Colo. The National Archery Association of the United States has selected the 2002 World Field Archery Team which will compete in
this years World Championships in Canberra, Australia, Sept.9-14. The team was selected during the World Field Trials held June 23 in Spokane, Wash.
The top three male and female compound, recurve and barebow archers were named to the team. Nine of the 18 team members were also members of
previous U.S. World Field Teams. Mark Applegate, Janet Barrs, Jay Barrs, Jeff Button, Dave Cousins, Mark Gerard, Kathy Greene, Phyllis Shipman and
Skip Trafford are among the athletes who have(sic). The following athletes have been named the 2002 U.S. World Field Team and will have the opportunity to
compete with top international field archers in Australia:
Female Recurve:
Janet Barrs (Sandy, Utah)
Erika Aya La Brie
Kristin Milchanowski (Ft. Worth, A)
Male Recurve:
Jay Barrs (Sandy, Utah)
Joe McGlyn (Floral Park, NY)
Mike Gerard (Bluffdale, Utah)
Female Compound:
Susan Thompson (Stony Point, NY)
Glenda Merrill (Bend, Oregon)
Nancy Zorn (Warrensville, Ill.)
Male Compound:
Dave Cousins (Standish, Maine)
Roger Hoyle (Cedar City, Utah)
Jeff Button (Cottage Grove, Wis.)
Female Barebow:
Kathy Greene (Tucson, Ariz.)
Phyllis Shipman (Haleiwa, Hawaii)
Kristine Ehrich (Austin, A)
Male Barebow:
Mark Applegate (Grass Valley, Calif.)
Skip Trafford (Tucson, Ariz.)
Harold Rush (Payson, Ariz.)
FOR IMMEDIATE RELEASE
Contact: Desirae Freiherr, USA Archery 719.866.4621
Thirty-two archers named to 2002 Junior World Team
Chula Vista, Calif. Thirty-two archers were named to the 2002 Junior World Team following the completion of the Junior World Team Trials June 8-9, 2002 in Chula Vista Calif. These archers from the U.S. will compete against other top youth participants from around the world in Nymburk, Czech Republic, August 5-11, in the Junior World Outdoor Target Championships.
Windy and cool conditions did not affect the performance of the approximately 100 youth archers. Junior archers (men and women 16 to 18 years of age) and Cadet archers (men and women 14 to 16 years of age) competed for the opportunity to attend this international event.
In addition to selection of a world team, Cadet compound archer, Braden Gellenthien, (Hudson, Mass.) achieved a world record score of 349 in the 70-meter FITA round. His world record topped the previous record of 343 shot by Kevin Tatatyn of Canada.
Archers will be joined with National Archery Association staff who will assist competitors throughout their travel and competition. Coaches for the 2002 Jr. World Team are Bob Romero (Los Cruces, N.M.), Randi Smith (Salt Lake City, Utah), Kevin Eldredge (Hatch, Utah) and Cindy Bevilacqua (West Chester, Pa.). Team leaders are Lloyd Brown (San Diego, Calif.) and Larry Skinner (Chula Vista, Calif.).
For the most updated results available, please visit www.usarchery.org. For information about the Junior World Outdoor Target Championships, please visit: http://archery.czarc.com/junchamp2002/.
Junior Category
Men Recurve Team Members:
1. Nathan McCullough, Colorado Springs, Colo.
2. Tyler Benner, Manheim, Pa.
3. Tim Meyers, Ft. Worth,A
4. Ted Harden II, Tempe, Ariz.
Women Recurve Team Members:
1. Amy Green, Caventry, Conn.
2. Corrinne Yohann, Fon du Lac, Wis.
3. Marleigh Bogumil, Pittston TWP, PA
4. Marie DeRegnaucourt, Rockford, Mich.
Men Compound Team Members:
1. Eric Miller, El Cajan, Calif.
2. Jake Hall, Templeton, Calif.
3. Shane Hamilton, Yankton, S.D.
4. Cassidy Miller, Charlotte, MI
Women Compound Team Members:
1. Jessica Grant, Phoenix, Ariz.
2. Nicole Hamner, Winthrop, Maine
3. Brenda Temperley, East Dubuque, Ill.
4. Shawnda Heath, Kingman, Kan.
Cadet Category
Men Recurve Cadet Team Members:
1. Dane Peterson, Gardner, Ill.
2. Jonathan Miller, Naperville, Ill.
3. Kevin Barker, Victoria, A
4. Jake Misenheimer, Benbrook, A
Women Recurve Cadet Team Members:
1. Danielle McCullough, Colorado Springs, Colo.
2. Gina Marie Chiechi, Riverton, Utah
3. Kendra Harvey, Rio Rancho, N.M.
4. Sage Adams, Helotes, A
Men Compound Cadet Team Members:
1. Braden Gellenthien , Hudson, Mass.
2. David Roth, Lowell, Mich.
3. Jedd Greshock, Shenandoah, Pa.
4. Thomas Nealy
Women Compound Cadet Team Members:
1. Erika Anschutz, Grand Island, Neb.
2. Kandice Spurlock, Santa Claus, Ind.
3. Mary Taylor, Taunton, Mass.
4. Jessica Mattson, Canton, Mich.
For Immediate Release
Contact: Desirae Freiherr
719.866.4621
May 1,2002
USA Archery President Miller will lead international youth archery committee
Colorado Springs, Colo. - The National Archery Association (NAA) proudly announces that Mark Miller, president of the NAA, will represent the USA as Chairman of the new Junior Ad-Hoc Committee for FITA (the international governing body of archery). His appointment to the committee will influence youth archers worldwide by creating standards for junior archery programs around the world. .
Jim Easton, president of FITA, developed an international committee to determine the best practices of youth archery programs around the world. The committee will collect information and recognize the methodologies of successful junior archery organizations worldwide with the intent of creating international consistency in regulations, equipment, coaching and competition.
Millers goals for the committee are to ensure the safety of youth archers, to encourage retention by keeping youth interested and involved in archery throughout their lifetime, and to increase participation of new archers.
I am honored and excited to lead this committee that encourages youth shooting around the world, Miller said. This is a great opportunity to contribute to archery by encouraging lifetime participation from youth throughout adulthood.
Miller has a strong background with youth archery. His selection was due, in part, to 10 years of involvement with his childrens participation in the Junior Olympic Archery Development (JOAD) Program, experience with the Chicago Land JOAD and his leadership in the NAA.
Mark Miller's appointment as Chairman of the Junior Ad Hoc Committee of FITA should help align the U.S. JOAD program with other nations. It will also give the USA. an unique opportunity to share details of the successful JOAD program with other FITA member countries, said Rick Mack, Executive Director of the NAA.
There are currently three people managing the committee. Assisting Miller are Pirkka Elovirrta from Finland and Thierry Zintx from Belgium.
For more information about this please call the NArchival Archery at 719.866.4576 or e-mail at info@usarchery.org.
FOR IMMEDIATE RELEASE DATE: April 18, 2002 CONTACT: Desirae Freiherr 719.866.4621
Reading, Pennsylvania selected to host National Target Championships and U.S. Grand Prix 2003-2005
Colorado Springs, Colo. The National Archery Association (NAA) of the United States Board of Governors (BOG) has chosen Reading, Pennsylvania as the site for the 2003-2005 National Target Championships.
The National Target Championships will be held at the 55-acre Cacoosing Creek Park in Spring Township. The Berks County Sports Commission, a division of Reading & Berks County Visitors Bureau, bid on the event and met criteria for field size, accommodations, transportation, facility use and volunteer support.
The Chairman of Berks County Sports Commission, Ted Kolva, Jr. stated, "we look forward to welcoming the National Archery Association and their National Championship to our community, and to extending hospitality in true Berks County fashion. We are very excited about developing a strong relationship with the NArchival Archery and their participants over the next three years."
According to the Reading & Berks County Convention and Visitors Bureau, Reading has a history of hosting successful events. Some events Reading has hosted include the Don King Middle Weight Boxing Championships, the LPGA Betsy King Classic and the Pennsylvania State Archery Championships.
Jaime Lochman, Reading & Berks County Visitors Bureau said, "on behalf of Reading & Berks County Visitors Bureau and Berks County Sports Commission, I would like to extend a sincere appreciation to the NArchival Archery for selecting Berks County, Pennsylvania to host the National Archery Championships."
Dates for the 2003-2005 National Target Championships have not been determined. Please visit www.usarchery.org for updates. Any questions about the NArchival Archery or the National Target Championships should be directed to Desirae Freiherr 719.866.4621.
For more information on Berks County, please contact Jaime Lochman at 800-443-6610 ext. 11
FOR IMMEDIATE RELEASE
Seven countries to compete in the 2002 Arizona Cup Target Championships
Phoenix, Ariz. - Past Olympians, national champions and world record holders from seven countries will compete Friday, April 12th through Monday, April 15 in 2002 Arizona Cup Target Championships at the Ben Avery Shooting Facility in Phoenix, Ariz.
The Arizona Cup is a national ranking event and one of five qualifying events for membership to the United States Archery Team. The Arizona Cup will feature many of archerys top recurve and compound athletes. 194 competitors are expected to shoot for the title.
Archers from seven countries will compete in this internationally recognized event. The United States welcomes archers from Japan, Denmark, Sweden, Canada, Costa Rica and the United Kingdom.
Anticipated USAT and Junior USAT members are Braden Gellenthien, Roger Hoyle, Richard Johnson, Jason McKittrick, Joseph McGlyn, Dave Cousins, John Burkett, Ted Harden II, Cassidy Miller, Richard Freitas, Ruth Rowe, Roxanne Reimann, Jessica Paterson, Chris Shull, Jeff McNail, Jessica Carleton, Jennifer Nichols, Dawn Chudy, Ashley Kamuf, Sally Wunderle, Jessica Grant, Mary Zorn, Amber Dawson. Past Olympians competing will include Janet Dykman, Vic Wunderle, Jay Barrs and Karen Scavotto.
Arizona Archery out of Phoenix, Ariz. will be hosting this event. For more information about the Arizona Cup please visit www.arizonacup.com or contact Mike Koistinen: mdkvlk@msn.com (602) 861.0102.
Contact: Desirae Freiherr, USA Archery
Date: April 12 April 15
Phone: 719.866.4621
Email:mailto:dfreiherr@usarchery.org
04/11/2002
Announcement from NArchival Archery President, Mark Miller
On Wednesday, April 10, the NArchival Archery Executive Director, Rick Mack informed me that he would be resigning from the NAA, effective at the end of April. Rick is pursuing a new career opportunity that will allow him to spend more time with his family. Please join me in wishing Rick well and thanking him for his contributions and hard work on behalf of the NArchival Archery and the sport of Archery.
We will begin a search for Rick's replacement as soon as possible. In the meantime, I have conferred with the NArchival Archery Board of Governors and we decided to ask Catherine McCullough, Director of Programs, to assume responsibility for the National Office and the staff until the search is completed and the new Executive Director reports to work. I am pleased to announce that Catherine has agreed to take on this challenge. She will need a great deal of support from the Board and the membership, and I urge you to help however you can.
I am also pleased to announce that Chris McCartney, former Director of Programs has agreed to temporarily rejoin the staff and backfill many of the duties that Catherine will need to delegate in her new role. Chris has been doing part-time work for the NArchival Archery recently, but will soon take on a full-time schedule at the office. Welcome home, Chris.
While change is always difficult, we are fortunate to have such great talent available. Please join in me in thanking Catherine, Chris and the rest of the staff for stepping up to these challenges. Again, I know we all give them our best possible support.
03/12/2002
The following article was provided to the NGBs by the USOC with a recommendation that it be distributed, particularly to athletes. Hopefully this is not a problem in Archery, but it's worth a heads-up nonetheless. Please feel free to pass it on. - Rick Mack _____________________________________________________________________
Reuters
Doping Linked to Brain Blood Clot in Cyclist
By Amy Norton
March 6, 2002
NEW YORK (Reuters Health) - The banned performance-enhancing substance EPO is already known as one of the most dangerous forms of doping in sport, and now a new case report adds to the evidence.
In the February issue of Neurology, Spanish physicians describe the case of a professional cyclist who developed a blood clot in his brain after regular use of an EPO-containing "drug cocktail." The 26-year-old athlete was also using the muscle-building human growth hormone--also banned from sport--along with high doses of vitamins A and E. Growth hormone can increase red blood cell mass and elevate blood pressure in the brain, but the EPO probably caused the patient's clot, Dr. Jose Manuel Martinez Lage, lead author on the report, told Reuters Health. poetin, or EPO as it is commonly known, is a lab-created version of the natural hormone erythropoietin. This hormone helps spur the production of red blood cells, and EPO is used in medicine to treat some cases of severe anemia. The substance has become a favorite among endurance athletes including distance cyclists and runners because the increase in red blood cells allows more oxygen to be delivered to working muscles. But this boost in blood cells can also thicken the blood to the point of increasing the user's risk of heart attack or stroke. EPO use has been blamed in the deaths of around 20 European cyclists since the late 1980s.
According to Lage and his colleagues at the Clinica Universitaria de Navarra in Pamplona, Spain, their case illustrates how EPO, in combination with other factors such as dehydration from heavy exertion, can have "serious side effects" in healthy individuals. The patient first came to them with a headache that had persisted for 2 months and worsened during a competition the previous week. He admitted to using EPO every couple of days for the past 3 months, along with the growth hormone and vitamins. Brain scans revealed the blood clot, and the patient was treated successfully with blood-thinning drugs over several months.
Rick Mack
Executive Director
USA Archery
phone: 719-866-4550
fax: 719-632-4733
e-mail: rmack@usarchery.org
JUNIOR and SENIOR USAT NAMED (8/24/2001) Due to length, this is a separate page
FOR IMMEDIATE RELEASE DATE: June 23, 2001 CONTACT: Bill Kellick (719) 578-4621
Karen Scavotto Places Fifth at European Grand Prix Archery Tournament in Turkey
Antalya Turkey 2000 Olympian Karen Scavotto (Enfield, Conn.) finished in fifth place on Friday at the XIV Golden Arrow Grand Prix Tournament in Antalya, Turkey on Thursday. The tournament is a FITA world-ranking event.
Scavotto lost to eventual gold-medalist Chang-Sook Chung of Korea in the quarterfinals. Chung went on to defeat countrywoman Hey-Youn Park in the gold-medal match, while Anna Karasiova of Belarus captured the bronze in the field of 87 women. Scovottos teammates, Janet Dykman (El Monte, Calif.) and Jessica Carleton (Redford, Mich.), finished 26th and 28th, respectively.
In the mens division, Richard Butch Johnson (Woodstock, Conn.) was the highest U.S. finisher in 33rd place, followed by Vic Wunderle (Mason City, Ill.) in 37th and Rick Tollis (Webster, N.Y.) in 51st position in the 106-man field. Korea swept the individual medals with Hee-Sik Lim winning the gold, Sung-Nam Kim taking the silver and Won-Jong Choi capturing the bronze medal.
In Saturdays team round, Korea won the gold in the womens division. Russia took the silver and Poland earned the bronze medal. The mens team round saw Ukraine defeat Belgium in the gold-medal match, while Korea won the bronze medal.
FOR IMMEDIATE RELEASE DATE: June 21, 2001 CONTACT: Bill Kellick (719) 578-4621
Karen Scavotto Reaches Final Eight at European Grand Prix Archery Tournament in Turkey
Antalya Turkey 2000 Olympian Karen Scavotto (Enfield, Conn.) was the only U.S. archer to advance to the final eight at the XIV Golden Arrow Grand Prix Tournament in Antalya, Turkey on Thursday. The individual quarterfinals, semi-finals and finals will be held on Friday. The tournament is a FITA world-ranking event
Scavotto, seeded ninth after Wednesdays qualification round, opened with a 154-149 win over the 56th seed, Estelle Duplouy of France. She then beat 41st-seeded Katja Brix Poulsen of Denmark, 154-150, and eighth-seeded Katerina Serdyuk of Ukraine, 155-153 to reach the quarterfinals where shell face top-seeded Chang-Sook Chung of Korea on Friday.
Scovottos teammates, Janet Dykman (El Monte, Calif.) and Jessica Carleton (Redford, Mich.), were both ousted in the second round on Thursday. Dykman, seeded 25th, defeated the 40th seed, Agnes Bablee of France, 162-160, then lost to Serdyuk, 151-148. Carleton, the 42nd seed, edged 23rd-seeded Swetlana Jigjitova of Russia, 146-145 in the opening round before dropping a 153-147 decision to 10th-seeded Margarita Galinovskaia.
All three of the U.S. mens team members were eliminated in the first round on Thursday. Richard Butch Johnson (Woodstock, Conn.), seeded third after the elimination round, was upset 166-164 by Ukraines Pavlo Bekkar, the 62nd seed. Also upset was 10th-seeded Vic Wunderle (Mason City, Ill.) on a tiebreaker against the 55th seed, Miika Aulio of Finland. Aulio won the tiebreaker after both archers shot scores of 161. Rick Tollis (Webster, N.Y.), the 51st seed, lost to 2000 Olympic bronze medallist and 14th seed Wietse Van Alten of the Netherlands, 165-156.
Following Fridays individual finals, the tournament concludes on Saturday with the team round in which the U.S. men are seeded fourth and the U.S. women are seeded seventh.
DATE: June 20, 2001
CONTACT: Bill Kellick (719) 578-4621
DATE: June 20, 2001 CONTACT: Bill Kellick (719) 578-4621
Qualification Round Completed at Third Leg of European Grand Prix in Turkey; Butch Johnson is top U.S. Qualifier in 3rd Place
Antalya, Turkey Richard Butch Johnson (Woodstock, Conn.) placed third in the qualification round to lead the U.S. team at the third leg of the European Grand Prix in Antalya, Turkey on Wednesday. The tournament is a world-ranking event.
Johnson, a three-time Olympian who won team gold in 1996 and team bronze in 2000, turned in a qualifying round score of 1330 in the mens division. 2000 Olympic silver medallist Vic Wunderle (Mason City, Ill.) was 10th with a total of 1314, and Rick Tollis (Webster, N.Y.) posted a score of 1251 to place 51st in the field of 106. Michele Frangilli of Italy was the top qualifier with a score of 1345. The U.S. men will be seeded fourth for the team round on Saturday.
The U.S. womens team was led by 2000 Olympic Team member Karen Scavotto (Enfield, Conn.) in ninth place with a score of 1291. Scavotto was followed by 2000 Olympic teammate Janet Dykman (El Monte, Calif.) in 25th place with 1273 points, and Jessica Carleton (Redman, Mich.) in 42nd place with a total of 1256. Koreas Chang Sook Chung led the qualifying round with a score of 1335. The U.S. women earned the seventh seed for Saturdays team round.
The tournament continues with the individual elimination rounds on Thursday and Friday, and concludes with the team round on Saturday.
DATE: June 5, 2001
CONTACT: Bill Kellick (719) 310-9002
Sixteen Archers Earn Spots on World Championship Team
Flushing, N.Y. The National Archery Association selected its 16-member World Championship Team on Tuesday at the World Target Trials in Flushing Meadows Corona Park. The top four archers in each of the four divisions mens recurve, womens recurve, mens compound, womens compound qualified for the World Target Championships in Beijing China, September 15-22.
Olympic silver medalist Vic Wunderle (Mason City, Ill.) led the mens recurve bow division with 3,859 points. It marks the second straight World Championship Team for Wunderle. Joining him on the mens recurve team are Richard "Butch" Johnson (Woodstock, Conn.), Jay Barrs (Salt Lake City, Utah) and Guy Krueger (Blessing,A/A A&M). Johnson makes his third straight World Team and Barrs qualifies for his fifth overall, having been on the 1987, 1989, 1995 and 1999 squads.
Kathie Loesch (Fresno, A) was the top qualifier in the womens recurve bow field with 3,539 points. Jessica Carleton (Westland, Mich.), a teammate of Loeschs on the 1999 World Championship Team, placed second while Janet Dykman (El Monte Calif.) and Leah Clawson (Evans City, Pa.) round out the team. For Dykman, it is her seventh consecutive World Championship Team.
In the mens compound bow division, Logan Wilde (Pocatello, Idaho) led the field with 4,006 points, followed by defending World Champion Dave Cousins (West Jordan, Utah), Roger Hoyle (Cedar City, Utah) and Logan Wildes father, Dee Wilde (Pocatello, Idaho). Logan Wilde, Cousins and Dee Wilde were teammates on the last World Championship Team in 1999. Dee Wilde also won the 1997 World Target Championships.
The four womens compound bow team members will all be making their first appearance at a World Target Championship. The top three qualifiers were all teenagers, led by 18-year old Christie Bisco (Raymond, Maine) with 3,422 points. She was followed closely by 17-year old Amber Dawson (Robesonia, Pa.) with 3,420 points, and 15-year old Marleigh Bogumil (Pittston Twp, Pa.) with 3,401 points. Nancy Zorn (Warrenville, Ill.) rounds out the squad.
The final results of Tuesdays portion of the trials are as follows:
MENS RECURVE BOW
1.Vic Wunderle (Mason City, Ill.), 3859
2.Richard "Butch" Johnson (Woodstock, Conn.), 3831
3.Jay Barrs (Salt Lake City, Utah), 3752
4.Guy Krueger (Blessing, A/A A&M), 3741
5.Chris Shull (Columbus, Ohio/A A&M), 3717
6.Jason McKittrick (Holton, Ind.), 3652
7.Rick Tollis (Webster, N.Y.), 3604
8.Joe McGlyn (Floral Park, N.Y.), 3561
WOMENS RECURVE BOW
1.Kathie Loesch (Fresno, A), 3539
2.Jessica Carleton (Westland, Mich.), 3403
3.Janet Dykman (El Monte, Calif.), 3355
4.Leah Clawson (Evans City, Pa.), 3335
5.Jessica Peterson (Malibu, Calif.), 3273
6.Dawn Chudy (Media, Pa./A A&M) 3237
7.Ruth Rowe (McLean, Va.), 3203
8.Tara Robey (Gahanna, Ohio), 3197
MENS COMPOUND BOW
1.Logan Wilde (Pocatello, Idaho), 4006
2.Dave Cousins (West Jordan, Utah), 4003
3.Roger Hoyle (Cedar City, Utah), 3998
4.Dee Wilde (Pocatello, Idaho), 3945
5.Rich Freitas (San Leandro, Calif.), 3915
6.Kevin Eldredge (Hatch, Utah), 3891
7.Reo Wilde (Pocatello, Idaho), 3875
8.Jeff McNail (Sandy, Utah), 3862
WOMENS COMPOUND BOW
1.Christie Bisco (Raymond, Maine), 3422
2.Amber Dawson (Robesonia, Pa.), 3420
3.Marleigh Bogumil (Pittston Twp, Pa.), 3401
4.Nancy Zorn (Warrenville, Ill.), 3380
5.Mary Zorn (Warrenville, Ill.), 3355
6.Jamie Van Natta (Maumee, Ohio), 3347
7.Michelle Ragsdale (New Richmond, Wis.), 3345
8.Sally Wunderle (Mason City, Ill.), 3320 Back to TOP
DATE: June 4, 2001
CONTACT: Bill Kellick (719) 310-9002
Field Narrowed at Archery World Target Trials in New York City
Flushing, N.Y. The field of competitors was narrowed to eight in each of the four divisions following Mondays competition at the Archery World Target Trials in Flushing Meadows Corona Park.
Olympic silver medalist Vic Wunderle (Mason City, Ill.) leads the mens recurve bow division with 3,092 points. Kathie Loesch (Fresno, A) heads the womens recurve bow field with 2,806 points.
In the compound bow divisions, Logan Wilde (Pocatello, Idaho) and Amber Dawson (Robesonia, Pa.) lead the mens and womens fields, respectively. Wilde has 3,226 points and Dawson has 2,685 points.
The 16-person team (top four in each division) will be selected at the end of Tuesdays competition and will compete at the World Championships in Beijing, China in September.
The results through Monday are as follows:
MENS RECURVE BOW (top 8 advance to Tuesdays competition)
1.Vic Wunderle (Mason City, Ill.), 3092
2.Butch Johnson (Woodstock, Conn.), 3082
3.Jay Barrs (Salt Lake City, Utah), 3030
4.Guy Krueger (Blessing, A/A A&M), 3015
5.Chris Shull (Columbus, Ohio/A A&M), 2989
6.Jason McKittrick (Holton, Ind.), 2964
7.Rick Tollis (Webster, N.Y.), 2918
8.Joe McGlyn (Floral Park, N.Y.), 2872
9.Ted Holland (Westminster, Colo.), 2868
10.Mike Gerard (Bluffdale, Utah), 2850
11.Guy Gerig (Deer Park, N.Y.), 2850
12.Jerry Pylypchuk (Bloomfield, N.J.), 2797
13.Brian Funston (Brier, Wash.), 2770
14.Alan Roe (Columbia, Conn.), 2767
15.George Tekmitchov (Salt Lake City, Utah), 2735
16.Steve Nielsen (Brooklyn, N.Y.), 2666
WOMENS RECURVE BOW (top 8 advance to Tuesdays competition)
1.Kathie Loesch (Fresno, A), 2806
2.Jessica Carleton (Westland, Mich.), 2739
3.Leah Clawson (Evans City, Pa.), 2660
4.Janet Dykman (El Monte, Calif.), 2654
5.Dawn Chudy (Evans City, Pa.), 2609
6.Jessica Peterson (Malibu, Calif.), 2598
7.Ruth Rowe (McLean, Va.), 2596
8.Tara Robey (Gahanna, Ohio), 2551
9.Roxanne Reimann (Manchester, Conn.), 253
10.Phyllis Shipman (Haleiwa, Hawaii), 2525
11.Amy Green (Forest Grove, Ore.), 2523
12.Lorinda Cohen (Angola, N.Y.), 2444
13.Lori Cieslinski (Davison, Mich.), 2429
14.Stephanie White (Yorktown, Ind.), 2345
MENS COMPOUND BOW (top 8 advance to Tuesdays competition)
1.Logan Wilde (Pocatello, Idaho), 3226
2.Roger Hoyle (Cedar City, Utah), 3220
3.Dave Cousins (West Jordan, Utah), 3216
4.Dee Wilde (Pocatello, Idaho), 3178
5.Kevin Eldredge (Hatch, Utah), 3148
6.Rich Freitas (San Leandro, Calif.), 3137
7.Jeff McNail (Sandy, Utah), 3127
8.Reo Wilde (Pocatello, Idaho), 3125
9.Gary Studt (Brookville, Ind.), 3121
10.Perry Harpring (Brookville, Ind.), 3118
11.Matt Cleland (Swanton, Ohio), 3113
12.Adam Wheatcroft (Clarkston, Mich./James Madison), 3107
13.David Butler (Half Moon Bay, Calif.), 3105
14.Martin Lotz (Walla Walls, Wash.), 3086
15.Bryan Helland (New Hope, Minn.), 3069
16.Tony Bianes (Rock Tavern, N.Y.), 3060
WOMENS COMPOUND BOW (top 8 advance to Tuesdays competition)
1.Amber Dawson (Robesonia, Pa.), 2685
2.Christie Bisco (Raymond, Maine), 2666
3.Michelle Ragsdale (New Richmond, Wis.), 2662
4.Marleigh Bogumil (Pittston Twp, Pa.), 2642
5.Nancy Zorn (Warrenville, Ill.), 2636
6.Sally Wunderle (Mason City, Ill.), 2635
7.Mary Zorn (Warrenville, Ill.), 2626
8.Jamie Van Natta (Maumee, Ohio), 2615
9.Ashley Kamuf (Dale, Ind.), 2601
10.Diane Watson (Tampa, Fla.), 2596
11.Diane Hooper (Lockport, Ill.), 2593
12.Brenda Hopkins (West Jordan, Utah), 2592
The format for Tuesday is as follows:
Tuesday, June 5: Each of the eight archers in all divisions will face the other seven archers in their division in a 12-arrow head-to-head match. The winners of each match will have their full match score added to their cumulative point total. The losers of each match will have their match score, less 10 points, added to their cumulative point total. At the end of the day, the archers with the top four (4) cumulative point totals in each division (Men Recurve, Women Recurve, Men Compound, Women Compound) will be named to the 2001 World Target Team a total of 16 team members.Back to TOP
DATE: June 3, 2001
CONTACT: Bill Kellick (719) 310-9002
Vic Wunderle, Logan Wilde Lead After Second Day of Archery World Target Trials in New York City
Flushing, N.Y. Olympic silver and bronze medalist Vic Wunderle (Mason City, Ill.) is the leader in the mens recurve bow division, and Logan Wilde (Pocatello, Idaho) heads the mens compound bow division after day two of the Archery World Target Trials in Flushing Meadows Corona Park on Sunday.
Wunderle holds a 10-point advantage on Olympic teammate Butch Johnson (Woodstock, Conn.) in the recurve division. Wilde is four points ahead of first-day leader Roger Hoyle (Cedar City, Utah) in the compound division.
The results shown below are cumulative for the first two days of the four-day event. The womens recurve and womens compound scores are shown, but are staggered due to the archers receiving different numbers of byes in Sundays competition.
MENS RECURVE BOW
1.Vic Wunderle (Mason City, Ill.), 2278
2.Butch Johnson (Woodstock, Conn.), 2268
3.Jay Barrs (Salt Lake City, Utah), 2244
4.Guy Krueger (Blessing, A/A A&M), 2237
5.Chris Shull (Columbus, Ohio/A A&M), 2231
6.Jason McKittrick (Holton, Ind.), 2188
7.Joe McGlyn (Floral Park, N.Y.), 2170
8.Rick Tollis (Webster, N.Y.), 2165
9.Mike Gerard (Bluffdale, Utah), 2150
10.Ted Holland (Westminster, Colo.), 2117
11.Guy Gerig (Deer Park, N.Y.), 2104
12.Alan Roe (Columbia, Conn.), 2063
13.George Tekmitchov (Salt Lake City, Utah), 2062
14.Brian Funston (Brier, Wash.), 2057
15.Steve Nielsen, 1992
16.Jerry Pylypchuk (Bloomfield, N.J.), 1954
WOMENS RECURVE BOW
FITA Round + 8 matches:
1.Jessica Peterson (Malibu, Calif.), 2081
FITA Round + 7 matches:
1. Kathie Loesch (Fresno, A), 2108
2.Jessica Carleton (Westland, Mich.), 2095
3.Janet Dykman (El Monte, Calif.), 2025
4.Leah Clawson (Evans City, Pa.), 2013
5.Ruth Rowe (McLean, Va.), 1996
6.Phyllis Shipman (Haleiwa, Hawaii), 1958
7.Tara Robey (Gahanna, Ohio), 1940
8.Amy Green (Forest Grove, Ore.), 1929
9.Roxanne Reimann (Manchester, Conn.), 1915
10.Lorinda Cohen (Angola, N.Y./A A&M), 1891
11.Lori Cieslinski (Davison, Mich.), 1883
FITA Round + 6 matches:
1.Dawn Chudy (Media, Pa./A A&M), 1888
2.Stephanie White (Yorktown, Ind.), 1699
MENS COMPOUND BOW
1.Logan Wilde (Pocatello, Idaho), 2372
2.Roger Hoyle (Cedar City, Utah), 2368
3.Dave Cousins (West Jordan, Utah), 2363
4.Dee Wilde (Pocatello, Idaho), 2359
5.Rich Freitas (San Leandro, Calif.), 2341
6.David Butler (Half Moon Bay, Calif.), 2328
7.Jeff McNail (Sandy, Utah), 2325
8.Reo Wilde (Pocatello, Idaho), 2325
9.Gary Studt (Brookville, Ind.), 2322
10.Kevin Eldredge (Hatch, Utah), 2321
11.Martin Lotz (Walla Walls, Wash.), 2320
12.Matt Cleland (Swanton, Ohio), 2306
13.Adam Wheatcroft (Clarkston, Mich./James Madison), 2297
14.Perry Harpring (Brookville, Ind.), 2297
15.Bryan Helland (New Hope, Minn.), 2286
16.Tony Bianes (Rock Tavern, N.Y.), 2270
WOMENS COMPOUND BOW
FITA Round + 7 matches:
1. Marleigh Bogumil (Pittston Twp, Pa.), 2194
FITA Round + 6 matches:
1.Amber Dawson (Robesonia, Pa.), 2097
2.Nancy Zorn (Warrenville, Ill.), 2068
3.Sally Wunderle (Mason City, Ill.), 2067
4.Jamie Van Natta (Maumee, Ohio), 2061
5.Brenda Hopkins (West Jordan, Utah), 2044
6.Diane Watson (Tampa, Fla.), 2037
7.Ashley Kamuf (Dale, Ind.), 2036
8.Diane Hooper (Lockport, Ill.), 2014
FITA Round + 5 matches:
1.Michelle Ragsdale (New Richmond, Wis.), 1972
2.Christie Bisco (Raymond, Maine), 1961
3.Mary Zorn (Warrenville, Ill./A A&M), 1954
The format for the remainder of the tournament is as follows:
Monday, June 4: The remaining Round Robin matches will be conducted in the same fashion as on Sunday. At the end of the day, all scores will be accumulated (Saturday through Monday) and the archers with the top 8 cumulative point totals will advance to the final 7-match Round Robin on Tuesday. All point totals will carry over to Tuesday.
Tuesday, June 5: Each of the eight archers in all divisions will face the other seven archers in their division in a 12-arrow head-to-head match. The winners of each match will have their full match score added to their cumulative point total. The losers of each match will have their match score, less 10 points, added to their cumulative point total. At the end of the day, the archers with the top four (4) cumulative point totals in each division (Men Recurve, Women Recurve, Men Compound, Women Compound) will be named to the 2001 World Target Team a total of 16 team members. Back to TOP
DATE: June 2, 2001
CONTACT: Bill Kellick (719) 310-9002
Five World Records Set at Opening Day of Archery World Target Trials in New York City
Flushing, N.Y. A total of five world records were set in the compound bow divisions at the opening day of the Archery World Target Trials held in Flushing Meadows Corona Park on Saturday.
Roger Hoyle (Cedar City, Utah) set a world record with a FITA round score of 1,414, smashing the previous mark of 1,409. He also set a record at 70 meters along with Logan Wilde (Pocatello, Idaho). Both Hoyle and Wilde shot scores of 355 at the 70-meter distance and will share the world record because they occurred on the same day.
In the womens compound division, Michelle Ragsdale (New Richmond, Wis.) shot a FITA round of 1,396, breaking the previous mark of 1,394. Marleigh Bogmil (Pittston Twp, Pa.) set a record at 50 meters with a score of 350, and Amber Dawson (Robesonia, Pa.) set a junior world record with a FITA round of 1,380.
The following archers, listed with hometown and score, have advanced to Sundays round robin portion of the trials event:
MENS RECURVE BOW
1.Vic Wunderle (Mason City, Ill.), 1343
2.Butch Johnson (Woodstock, Conn.), 1333
3.Jay Barrs (Salt Lake City, Utah), 1314
4.Chris Shull (Columbus, Ohio/A A&M), 1312
5.Guy Krueger (Blessing, A/A A&M), 1303
6.Jason McKittrick (Holton, Ind.), 1301
7.Joe McGlyn (Floral Park, N.Y.), 1299
8.Rick Tollis (Webster, N.Y.), 1279
9.Mike Gerard (Bluffdale, Utah), 1266
10.Ted Holland (Westminster, Colo.), 1263
11.Guy Gerig (Deer Park, N.Y.), 1262
12.Ed Eliason (Stansbury Park, Utah), 1255*
13.Brian Funston (Brier, Wash.), 1243
14.Alan Roe (Columbia, Conn.), 1240
15.Jerry Pylypchuk (Bloomfield, N.J.), 1229
16.George Tekmitchov (Salt Lake City, Utah), 1225
17.Steve Nielsen, 1221
NOTE: Ed Eliason has elected not to advance to the round robin. Consequently, Steve Nielsen was moved up into the final spot to fill out the 16-person round robin.
WOMENS RECURVE BOW
1.Jessica Carleton (Westland, Mich.), 1308
2.Kathie Loesch (Fresno, A), 1294
3.Janet Dykman (El Monte, Calif.), 1278
4.Dawn Chudy (Media, Pa./A A&M), 1271
5.Leah Clawson (Evans City, Pa.), 1257
6.Jessica Peterson (Malibu, Calif.), 1251
7.Ruth Rowe (McLean, Va.), 1244
8.Tara Robey (Gahanna, Ohio), 1227
9.Lorinda Cohen (Angola, N.Y./A A&M), 1224
10.Lori Cieslinski (Davison, Mich.), 1223
11.Amy Green (Forest Grove, Ore.), 1219
12.Phyllis Shipman (Haleiwa, Hawaii), 1214
13.Roxanne Reimann (Manchester, Conn.), 1214
14.Stephanie White (Yorktown, Ind.), 1123
MENS COMPOUND BOW
1.Roger Hoyle (Cedar City, Utah), 1414
2.Dave Cousins (West Jordan, Utah), 1408
3.Rich Freitas (San Leandro, Calif.), 1399
4.Reo Wilde (Pocatello, Idaho), 1399
5.Dee Wilde (Pocatello, Idaho), 1397
6.Logan Wilde (Pocatello, Idaho), 1394
7.David Butler (Half Moon Bay, Calif.), 1393
8.Gary Studt (Brookville, Ind.), 1386
9.Jeff McNail (Sandy, Utah), 1385
10.Martin Lotz (Walla Walls, Wash.), 1382
11.Perry Harpring (Brookville, Ind.), 1378
12.Matt Cleland (Swanton, Ohio), 1378
13.Kevin Eldredge (Hatch, Utah), 1369
14.Adam Wheatcroft (Clarkston, Mich./James Madison), 1367
15.Bryan Helland (New Hope, Minn.), 1363
16.Tony Bianes (Rock Tavern, N.Y.), 1358
WOMENS COMPOUND BOW
1.Michelle Ragsdale (New Richmond, Wis.), 1396
2.Mary Zorn (Warrenville, Ill./A A&M), 1383
3.Christie Bisco (Raymond, Maine), 1382
4.Amber Dawson (Robesonia, Pa.), 1380
5.Marleigh Bogumil (Pittston Twp, Pa.), 1377
6.Sally Wunderle (Mason City, Ill.), 1371
7.Ashley Kamuf (Dale, Ind.), 1369
8.Brenda Hopkins (West Jordan, Utah), 1368
9.Nancy Zorn (Warrenville, Ill.), 1366
10.Jamie Van Natta (Maumee, Ohio), 1361
11.Diane Watson (Tampa, Fla.), 1354
12.Diane Hooper (Lockport, Ill.), 1353
The format for the remainder of the tournament is as follows:
Sunday, June 3: The first 8 Round Robin matches (consisting of 12 arrows each match) will be conducted. The winners of each head-to-head match will have their match total, plus a 10-point bonus, added to their score from Saturday. Losers of each match will only have their match total added to their score from Saturday.
Monday, June 4: The remaining Round Robin matches will be conducted in the same fashion as on Sunday. At the end of the day, all scores will be accumulated (Saturday through Monday) and the archers with the top 8 cumulative point totals will advance to the final 7-match Round Robin on Tuesday. All point totals will carry over to Tuesday.
Tuesday, June 5: Each of the eight archers in all divisions will face the other seven archers in their division in a 12-arrow head-to-head match. The winners of each match will have their full match score added to their cumulative point total. The losers of each match will have their match score, less 10 points, added to their cumulative point total. At the end of the day, the archers with the top four (4) cumulative point totals in each division (Men Recurve, Women Recurve, Men Compound, Women Compound) will be named to the 2001 World Target Team a total of 16 team members. Back to TOP
DATE: May 31, 2001
CONTACT: Bill Kellick (719) 310-9002
U.S. Men Place Fifth, Women Finish Ninth at Korean International Tournament
Wonju, Korea. The U.S. mens team placed fifth and the womens team placed ninth at the 4th Korea International Archery Tournament held May 26-30. The event was the second leg of the European Grand Prix and a world-ranking event.
The mens team of Ed Eliason (Stansbury Park, Utah), Guy Gerig (Deer Park, N.Y.) and Guy Krueger (Blessing, A/A A&M) were seeded fourth heading into the team round. The U.S. defeated 13th-seeded Thailand in the opening round, 236-197, then lost to fifth-seeded China in the quarterfinals, 237-232. Host country Korea defeated Russia in the gold-medal match, while Japan beat China for the bronze medal.
The U.S. womens team of Jessica Carleton (Westland, Mich.), Leah Clawson (Evans City, Pa.) and Karen Scavotto (Enfield, Conn.) earned the fifth seed for the team round, but were upset by 12th-seeded Chinese Taipei in the opening round, 228-222. Korea won the gold, Ukraine took the silver and Germany earned the bronze medal.
In the individual competition, all three U.S. men finished in the top 15. Gerig placed ninth, Eliason finished 11th and Krueger placed 14th. Gerig scored wins over Uzbekistans E. Yusupov, 160-149, and Russias B. Badmaslov, 162-156, before losing to Koreas J. H. Chung, 172-165. Eliason defeated I. Hamzah of Malaysia, 152-147, and H. Orbay of Turkey, 162-160, before being eliminated by C. T. Kim of Korea, 170-164. Krueger also advanced to the third round with wins over K.S. Chan of Hong Kong, 160-152, and A. Balikoev of Russia, 157-151, before losing to B. Yang of China, 169-157. Chung won the gold over fellow Korean Y. H. Yang, and Boris Tsyrempilov of Russia claimed the bronze medal.
In the womens competition, Scavotto was the only U.S. archer to advance past the first round. She defeated Singapores F. Lin, 148-139, then lost to Chinas X. Wang, 160-154. Carleton dropped her opening match to Germanys Britta Buehren, 157-156, and Clawson lost to Malyasias H. C. Fairuz, 163-152. Korea swept the medals with J. Choi winning the gold, N. O. Choi the silver and S. H. Park the bronze. Scavotto finished 26th, followed by Carleton in 33rd place and Clawson in 39th place.
Back to TOP
|
||||||||
410
|
dbpedia
|
2
| 14
|
https://www.espn.co.uk/football/columns/story/_/id/1572264/Message
|
en
|
Rod White
|
https://a1.espncdn.com/combiner/i?img=%2Fi%2Fespn%2Fespn_logos%2Fespn_red.png
|
https://a1.espncdn.com/combiner/i?img=%2Fi%2Fespn%2Fespn_logos%2Fespn_red.png
|
[
"https://a.espncdn.com/combiner/i?img=%2Fredesign%2Fassets%2Fimg%2Ficons%2FESPN%2Dicon%2Dsoccer.png&w=80&h=80&scale=crop&cquality=40&location=origin",
"https://a.espncdn.com/combiner/i?img=/i/content-reactions/check.png&h=80&w=80"
] |
[] |
[] |
[
""
] | null |
[
"Dan Graziano",
"Jeremy Fowler",
"Alexa Philippou",
"Michael Voepel",
"Jorge Castillo",
"Brian Windhorst",
"NFL Nation",
"Courtney Cronin",
"Jordan Reid",
"Heather Dinich"
] |
2003-06-24T17:50:05+00:00
|
en
|
ESPN.com
|
https://www.espn.co.uk/gog04/s/04_bio_target_white_rod.html
|
GOG 2001 TRG ARCHERY 3
Notable
Rod's Olympic coach, Karen Strickland, taught him to visualize his targets to be successful. Now Rod will run through all of the stations in his head (he said he was even doing this during our interview) and visualize himself shooting them successfully. He feels you have to have a successful mental picture. He said it's only the last round that can throw him, because he can hear the other arrows hitting the targets and it can be distracting wondering if the other archer is ahead.
|
||||
410
|
dbpedia
|
1
| 41
|
https://olympics.fandom.com/wiki/Wrestling_1996
|
en
|
Wrestling 1996
|
https://static.wikia.nocookie.net/fashion/images/e/e6/Site-logo.png/revision/latest?cb=20210719100617
|
https://static.wikia.nocookie.net/fashion/images/e/e6/Site-logo.png/revision/latest?cb=20210719100617
|
[
"https://static.wikia.nocookie.net/olympic/images/e/ee/Russia.png/revision/latest/scale-to-width-down/26?cb=20230730061405",
"https://static.wikia.nocookie.net/olympic/images/5/55/USA.png/revision/latest/scale-to-width-down/30?cb=20180201004841",
"https://static.wikia.nocookie.net/olympic/images/9/99/Poland.png/revision/latest/scale-to-width-down/27?cb=20110125200603",
"https://static.wikia.nocookie.net/olympic/images/b/b3/Turkey.png/revision/latest/scale-to-width-down/26?cb=20120907183012",
"https://static.wikia.nocookie.net/olympic/images/9/9c/South_Korea.png/revision/latest/scale-to-width-down/26?cb=20120807171439",
"https://static.wikia.nocookie.net/olympic/images/6/6c/Cuba.png/revision/latest/scale-to-width-down/30?cb=20120803033438",
"https://static.wikia.nocookie.net/olympic/images/d/d1/Iran.png/revision/latest/scale-to-width-down/30?cb=20120916185747",
"https://static.wikia.nocookie.net/olympic/images/c/c0/Armenia.png/revision/latest/scale-to-width-down/30?cb=20171108031659",
"https://static.wikia.nocookie.net/olympic/images/1/1a/Ukraine.png/revision/latest/scale-to-width-down/26?cb=20180206160123",
"https://static.wikia.nocookie.net/olympic/images/0/0e/Kazakhstan.png/revision/latest/scale-to-width-down/30?cb=20120910092745",
"https://static.wikia.nocookie.net/olympic/images/8/8a/North_Korea.png/revision/latest/scale-to-width-down/30?cb=20120925024602",
"https://static.wikia.nocookie.net/olympic/images/f/f4/Bulgaria.png/revision/latest/scale-to-width-down/29?cb=20120329190438",
"https://static.wikia.nocookie.net/olympic/images/5/5c/Belarus.png/revision/latest/scale-to-width-down/30?cb=20120820045959",
"https://static.wikia.nocookie.net/olympic/images/9/9b/Germany.png/revision/latest/scale-to-width-down/29?cb=20120807041224",
"https://static.wikia.nocookie.net/olympic/images/0/05/Azerbaijan.png/revision/latest/scale-to-width-down/30?cb=20140221212938",
"https://static.wikia.nocookie.net/olympic/images/a/a3/Canada.png/revision/latest/scale-to-width-down/30?cb=20110122153736",
"https://static.wikia.nocookie.net/olympic/images/c/c4/Finland.png/revision/latest/scale-to-width-down/28?cb=20110707210117",
"https://static.wikia.nocookie.net/olympic/images/d/de/France.png/revision/latest/scale-to-width-down/26?cb=20120802034205",
"https://static.wikia.nocookie.net/olympic/images/8/81/China.png/revision/latest/scale-to-width-down/26?cb=20120801072831",
"https://static.wikia.nocookie.net/olympic/images/1/19/Georgia.png/revision/latest/scale-to-width-down/26?cb=20180206045944",
"https://static.wikia.nocookie.net/olympic/images/f/fc/Japan.png/revision/latest/scale-to-width-down/26?cb=20120801124316",
"https://static.wikia.nocookie.net/olympic/images/3/3b/Moldova.png/revision/latest/scale-to-width-down/30?cb=20180206054004",
"https://static.wikia.nocookie.net/olympic/images/9/98/Sweden.png/revision/latest/scale-to-width-down/27?cb=20120807204455",
"https://static.wikia.nocookie.net/olympic/images/1/10/Gold.png/revision/latest/scale-to-width-down/24?cb=20160806153450",
"https://static.wikia.nocookie.net/olympic/images/0/0b/Silver.png/revision/latest/scale-to-width-down/24?cb=20160806155256",
"https://static.wikia.nocookie.net/olympic/images/f/f2/Bronze.png/revision/latest/scale-to-width-down/24?cb=20110115000101",
"https://static.wikia.nocookie.net/olympic/images/9/9c/South_Korea.png/revision/latest/scale-to-width-down/26?cb=20120807171439",
"https://static.wikia.nocookie.net/olympic/images/5/5c/Belarus.png/revision/latest/scale-to-width-down/30?cb=20120820045959",
"https://static.wikia.nocookie.net/olympic/images/e/ee/Russia.png/revision/latest/scale-to-width-down/26?cb=20230730061405",
"https://static.wikia.nocookie.net/olympic/images/c/c0/Armenia.png/revision/latest/scale-to-width-down/30?cb=20171108031659",
"https://static.wikia.nocookie.net/olympic/images/5/55/USA.png/revision/latest/scale-to-width-down/30?cb=20180201004841",
"https://static.wikia.nocookie.net/olympic/images/1/1a/Ukraine.png/revision/latest/scale-to-width-down/26?cb=20180206160123",
"https://static.wikia.nocookie.net/olympic/images/0/0e/Kazakhstan.png/revision/latest/scale-to-width-down/30?cb=20120910092745",
"https://static.wikia.nocookie.net/olympic/images/5/55/USA.png/revision/latest/scale-to-width-down/30?cb=20180201004841",
"https://static.wikia.nocookie.net/olympic/images/8/81/China.png/revision/latest/scale-to-width-down/26?cb=20120801072831",
"https://static.wikia.nocookie.net/olympic/images/9/99/Poland.png/revision/latest/scale-to-width-down/27?cb=20110125200603",
"https://static.wikia.nocookie.net/olympic/images/6/6c/Cuba.png/revision/latest/scale-to-width-down/30?cb=20120803033438",
"https://static.wikia.nocookie.net/olympic/images/b/b3/Turkey.png/revision/latest/scale-to-width-down/26?cb=20120907183012",
"https://static.wikia.nocookie.net/olympic/images/9/99/Poland.png/revision/latest/scale-to-width-down/27?cb=20110125200603",
"https://static.wikia.nocookie.net/olympic/images/d/de/France.png/revision/latest/scale-to-width-down/26?cb=20120802034205",
"https://static.wikia.nocookie.net/olympic/images/e/ee/Russia.png/revision/latest/scale-to-width-down/26?cb=20230730061405",
"https://static.wikia.nocookie.net/olympic/images/6/6c/Cuba.png/revision/latest/scale-to-width-down/30?cb=20120803033438",
"https://static.wikia.nocookie.net/olympic/images/c/c4/Finland.png/revision/latest/scale-to-width-down/28?cb=20110707210117",
"https://static.wikia.nocookie.net/olympic/images/9/99/Poland.png/revision/latest/scale-to-width-down/27?cb=20110125200603",
"https://static.wikia.nocookie.net/olympic/images/b/b3/Turkey.png/revision/latest/scale-to-width-down/26?cb=20120907183012",
"https://static.wikia.nocookie.net/olympic/images/9/9b/Germany.png/revision/latest/scale-to-width-down/29?cb=20120807041224",
"https://static.wikia.nocookie.net/olympic/images/5/5c/Belarus.png/revision/latest/scale-to-width-down/30?cb=20120820045959",
"https://static.wikia.nocookie.net/olympic/images/1/1a/Ukraine.png/revision/latest/scale-to-width-down/26?cb=20180206160123",
"https://static.wikia.nocookie.net/olympic/images/9/99/Poland.png/revision/latest/scale-to-width-down/27?cb=20110125200603",
"https://static.wikia.nocookie.net/olympic/images/9/9b/Germany.png/revision/latest/scale-to-width-down/29?cb=20120807041224",
"https://static.wikia.nocookie.net/olympic/images/9/99/Poland.png/revision/latest/scale-to-width-down/27?cb=20110125200603",
"https://static.wikia.nocookie.net/olympic/images/5/5c/Belarus.png/revision/latest/scale-to-width-down/30?cb=20120820045959",
"https://static.wikia.nocookie.net/olympic/images/9/98/Sweden.png/revision/latest/scale-to-width-down/27?cb=20120807204455",
"https://static.wikia.nocookie.net/olympic/images/e/ee/Russia.png/revision/latest/scale-to-width-down/26?cb=20230730061405",
"https://static.wikia.nocookie.net/olympic/images/5/55/USA.png/revision/latest/scale-to-width-down/30?cb=20180201004841",
"https://static.wikia.nocookie.net/olympic/images/3/3b/Moldova.png/revision/latest/scale-to-width-down/30?cb=20180206054004",
"https://static.wikia.nocookie.net/olympic/images/1/10/Gold.png/revision/latest/scale-to-width-down/24?cb=20160806153450",
"https://static.wikia.nocookie.net/olympic/images/0/0b/Silver.png/revision/latest/scale-to-width-down/24?cb=20160806155256",
"https://static.wikia.nocookie.net/olympic/images/f/f2/Bronze.png/revision/latest/scale-to-width-down/24?cb=20110115000101",
"https://static.wikia.nocookie.net/olympic/images/8/8a/North_Korea.png/revision/latest/scale-to-width-down/30?cb=20120925024602",
"https://static.wikia.nocookie.net/olympic/images/c/c0/Armenia.png/revision/latest/scale-to-width-down/30?cb=20171108031659",
"https://static.wikia.nocookie.net/olympic/images/6/6c/Cuba.png/revision/latest/scale-to-width-down/30?cb=20120803033438",
"https://static.wikia.nocookie.net/olympic/images/f/f4/Bulgaria.png/revision/latest/scale-to-width-down/29?cb=20120329190438",
"https://static.wikia.nocookie.net/olympic/images/0/05/Azerbaijan.png/revision/latest/scale-to-width-down/30?cb=20140221212938",
"https://static.wikia.nocookie.net/olympic/images/0/0e/Kazakhstan.png/revision/latest/scale-to-width-down/30?cb=20120910092745",
"https://static.wikia.nocookie.net/olympic/images/5/55/USA.png/revision/latest/scale-to-width-down/30?cb=20180201004841",
"https://static.wikia.nocookie.net/olympic/images/a/a3/Canada.png/revision/latest/scale-to-width-down/30?cb=20110122153736",
"https://static.wikia.nocookie.net/olympic/images/8/8a/North_Korea.png/revision/latest/scale-to-width-down/30?cb=20120925024602",
"https://static.wikia.nocookie.net/olympic/images/5/55/USA.png/revision/latest/scale-to-width-down/30?cb=20180201004841",
"https://static.wikia.nocookie.net/olympic/images/9/9c/South_Korea.png/revision/latest/scale-to-width-down/26?cb=20120807171439",
"https://static.wikia.nocookie.net/olympic/images/1/1a/Ukraine.png/revision/latest/scale-to-width-down/26?cb=20180206160123",
"https://static.wikia.nocookie.net/olympic/images/e/ee/Russia.png/revision/latest/scale-to-width-down/26?cb=20230730061405",
"https://static.wikia.nocookie.net/olympic/images/5/55/USA.png/revision/latest/scale-to-width-down/30?cb=20180201004841",
"https://static.wikia.nocookie.net/olympic/images/1/1a/Ukraine.png/revision/latest/scale-to-width-down/26?cb=20180206160123",
"https://static.wikia.nocookie.net/olympic/images/e/ee/Russia.png/revision/latest/scale-to-width-down/26?cb=20230730061405",
"https://static.wikia.nocookie.net/olympic/images/9/9c/South_Korea.png/revision/latest/scale-to-width-down/26?cb=20120807171439",
"https://static.wikia.nocookie.net/olympic/images/f/fc/Japan.png/revision/latest/scale-to-width-down/26?cb=20120801124316",
"https://static.wikia.nocookie.net/olympic/images/e/ee/Russia.png/revision/latest/scale-to-width-down/26?cb=20230730061405",
"https://static.wikia.nocookie.net/olympic/images/9/9c/South_Korea.png/revision/latest/scale-to-width-down/26?cb=20120807171439",
"https://static.wikia.nocookie.net/olympic/images/d/d1/Iran.png/revision/latest/scale-to-width-down/30?cb=20120916185747",
"https://static.wikia.nocookie.net/olympic/images/d/d1/Iran.png/revision/latest/scale-to-width-down/30?cb=20120916185747",
"https://static.wikia.nocookie.net/olympic/images/e/ee/Russia.png/revision/latest/scale-to-width-down/26?cb=20230730061405",
"https://static.wikia.nocookie.net/olympic/images/1/19/Georgia.png/revision/latest/scale-to-width-down/26?cb=20180206045944",
"https://static.wikia.nocookie.net/olympic/images/5/55/USA.png/revision/latest/scale-to-width-down/30?cb=20180201004841",
"https://static.wikia.nocookie.net/olympic/images/d/d1/Iran.png/revision/latest/scale-to-width-down/30?cb=20120916185747",
"https://static.wikia.nocookie.net/olympic/images/9/9b/Germany.png/revision/latest/scale-to-width-down/29?cb=20120807041224",
"https://static.wikia.nocookie.net/olympic/images/b/b3/Turkey.png/revision/latest/scale-to-width-down/26?cb=20120907183012",
"https://static.wikia.nocookie.net/olympic/images/5/5c/Belarus.png/revision/latest/scale-to-width-down/30?cb=20120820045959",
"https://static.wikia.nocookie.net/olympic/images/5/55/USA.png/revision/latest/scale-to-width-down/30?cb=20180201004841",
"https://static.wikia.nocookie.net/olympic/images/5/55/USA.png/revision/latest/scale-to-width-down/30?cb=20180201004841",
"https://static.wikia.nocookie.net/olympic/images/5/55/USA.png/revision/latest/scale-to-width-down/30?cb=20180201004841",
"https://static.wikia.nocookie.net/6a181c72-e8bf-419b-b4db-18fd56a0eb60",
"https://static.wikia.nocookie.net/6c42ce6a-b205-41f5-82c6-5011721932e7",
"https://static.wikia.nocookie.net/464fc70a-5090-490b-b47e-0759e89c263f",
"https://static.wikia.nocookie.net/f7bb9d33-4f9a-4faa-88fe-2a0bd8138668"
] |
[] |
[] |
[
""
] | null |
[
"Contributors to Olympics Wiki"
] |
2024-07-29T22:27:06+00:00
|
Wrestling at the 1996 Summer Olympics was held from 20 July to 2 August 1996 at the Georgia World Congress Center. There were 401 total athletes from 75 countries. Tahir Zahidov was the youngest participant with 17 years and 160 days. Mick Pikos was the oldest participant with 42 years and 42...
|
en
|
/skins-ucp/mw139/common/favicon.ico
|
Olympics Wiki
|
https://olympics.fandom.com/wiki/Wrestling_1996
|
Wrestling at the 1996 Summer Olympics was held from 20 July to 2 August 1996 at the Georgia World Congress Center.
Medal Table[]
Rank Nation Gold Silver Bronze Total 1 Russia 4 1 2 7 2 United States 3 4 1 8 3 Poland 3 1 1 5 4 Turkey 2 0 1 3 5 South Korea 1 3 0 4 6 Cuba 1 1 1 3 Iran 1 1 1 3 8 Armenia 1 1 0 2 9 Ukraine 1 0 3 4 10 Kazakhstan 1 0 1 2 North Korea 1 0 1 2 12 Bulgaria 1 0 0 1 13 Belarus 0 3 1 4 14 Germany 0 1 2 3 15 Azerbaijan 0 1 0 1 Canada 0 1 0 1 Finland 0 1 0 1 France 0 1 0 1 19 China 0 0 1 1 Georgia 0 0 1 1 Japan 0 0 1 1 Moldova 0 0 1 1 Sweden 0 0 1 1
Medalists[]
Greco-Roman[]
Event 48 kg Sim Kwon-ho
Aleksandr Pavlov
Zafar Gulyov
52 kg Armen Nazaryan
Brandon Paulson
Andriy Kalashnikov
57 kg Yuriy Melnichenko
Dennis Hall
Sheng Zetian
62 kg Wlodziemierz Zawadzki
Juan Luis Maren Delis
Mehmet Akif Pirim
68 kg Ryszard Wolny
Ghani Yolouz
Aleksandr Tretyakov
74 kg Feliberto Ascuy Aguilera
Marko Asell
Jozef Tracz
82 kg Hamza Yerlikaya
Thomas Zander
Valeriy Tsilent
90 kg Vyacheslav Oliynyk
Jacek Fafinski
Maik Bullmann
100 kg Andrzej Wronski
Sergey Lishtvan
Mikael Ljungberg
130 kg Aleksandr Karelin
Matt Ghaffari
Serguei Moureiko
Freestyle[]
Event 48 kg Kim Il
Armen Mkrchyan
Alexis Vila Perdomo
52 kg Valentin Dimitrov Jordanov
Namik Abdullayev
Maulen Mamyrov
57 kg Kendall Cross
Giuvi Sissaouri
Ri Yong Sam
62 kg Tom Brands
Jang Jae-sung
Elbrus Tedeyev
68 kg Vadim Bogiyev
Townsend Saunders
Zaza Zazirov
74 kg Buvaysa Saytyev
Park Jang-soon
Takuya Ota
82 kg Khadzhimurad Magomedov
Yang Hyun-mo
Amir Reza Khadem Azghadi
90 kg Rasull Khadem Azghadi
Makharbek Khadartsev
Eldari Kurtanidze
100 kg Kurt Angle
Abbas Jadidi
Arawat Sabejew
130 kg Mahmut Demir
Aleksey Medvedev
Bruce Baumgartner
Statistics[]
There were 401 total athletes from 75 countries.
Tahir Zahidov was the youngest participant with 17 years and 160 days.
Mick Pikos was the oldest participant with 42 years and 42 days.
8 participants were chosen to be a flag bearer at the opening ceremony.
North Korea won 2 medals, more than in any other sport.
France won its first medal in the sport since Mexico City 1968.
Finland won its first medal in the sport since Seoul 1988.
Iran and Turkey won their first gold medal in the sport since Mexico City 1968.
Bulgaria won its first gold medal in the sport since Seoul 1988.
Armenia won its first-ever Olympic gold medal and its only 2 medals of Atlanta 1996.
Azerbaijan won its first-ever Olympic medal and its only medal of Atlanta 1996.
Russia won their first-ever 7 medals in the sport, including 4 gold, since the dissolution from the Soviet Union.
Belarus and Ukraine won their first-ever 4 medals in the sport since the dissolution from the Soviet Union.
Kazakhstan won its first-ever 2 medals in the sport since the dissolution from the Soviet Union.
Georgia and Moldova won their first-ever medal in the sport since the dissolution from the Soviet Union.
|
||
410
|
dbpedia
|
0
| 76
|
https://wernerbeiter.com/en/information-downloads/news-archive.php
|
en
|
Werner Beiter
|
[
"https://wernerbeiter.com/bilder/allgemein/Beiter-Button_myCHOICE.png?m=1634830911",
"https://wernerbeiter.com/_thumbnails_/1831_2_Beiter-Button_myCHOICE.png?m=1634830911",
"https://wernerbeiter.com/bilder/produkte/hit-miss/IMG_1423.jpg?m=1634830845",
"https://wernerbeiter.com/bilder/produkte/werkzeug/Armsoft_WS_web.jpg?m=1634830908",
"https://wernerbeiter.com/bilder/produkte/nocken/Out_nock_blau.jpg?m=1634830868",
"https://wernerbeiter.com/bilder/produkte/scope/Scope29mm_BLRT19_50_075_kl.jpg?m=1634830998",
"https://wernerbeiter.com/bilder/produkte/compoundrest/Finger_Kit_50_20.jpg?m=1634830947",
"https://wernerbeiter.com/bilder/news/InsertNocke_klein.jpg?m=1634830806",
"https://wernerbeiter.com/bilder/newsab101009/Plunger3Customfarben.jpg?m=1634830918",
"https://wernerbeiter.com/bilder/produkte/compoundrest/CompundRestOD.jpg?m=1634830931",
"https://wernerbeiter.com/bilder/newsab101009/London2012_pins_12_kl.jpg?m=1634830925",
"https://wernerbeiter.com/bilder/produkte/nocken/inout-nocke.jpg?m=1634830847",
"https://wernerbeiter.com/bilder/newsab101009/Pin1_30_sw.jpg?m=1634830817",
"https://wernerbeiter.com/bilder/news/InsertNocke_klein.jpg?m=1634830806",
"https://wernerbeiter.com/bilder/produkte/scope/ScopeMerge3929_BLSI_web.jpg?m=1634830946",
"https://wernerbeiter.com/bilder/newsab101009/BlackEdition.jpg?m=1634830836",
"https://wernerbeiter.com/bilder/produkte/winder/WiProToolKits_web.jpg?m=1634830917",
"https://wernerbeiter.com/bilder/produkte/compoundrest/CompoundRest_1_kl_web.jpg?m=1634831010",
"https://wernerbeiter.com/bilder/newsab101009/SLC2010_IMG_5814.JPG?m=1634830871",
"https://wernerbeiter.com/bilder/newsab101009/VT_88WS_RT_web.jpg?m=1634830854",
"https://wernerbeiter.com/bilder/produkte/centralizer/CE_PI_SW.jpg?m=1634830871",
"https://wernerbeiter.com/bilder/produkte/scope/SCOR394_gr_web_1.jpg?m=1634830896",
"https://wernerbeiter.com/bilder/newsab101009/Scope_OR294_rt_WEB.jpg?m=1634830895",
"https://wernerbeiter.com/bilder/newsab101009/InOut02.jpg?m=1634830792",
"https://wernerbeiter.com/bilder/newsab101009/BW_QuerDean_kl.jpg?m=1634830853",
"https://wernerbeiter.com/bilder/produkte/winder/StringClip2_Sehne_Web.jpg?m=1634830941",
"https://wernerbeiter.com/bilder/news/TargetFaceFITA1_1.jpg?m=1634830806",
"https://wernerbeiter.com/bilder/news/StringTool2_web.jpg?m=1634830792",
"https://wernerbeiter.com/bilder/news/InsertNocke_klein.jpg?m=1634830806",
"https://wernerbeiter.com/bilder/news/PlungerKit_web.jpg?m=1634830782",
"https://wernerbeiter.com/bilder/news/workstation_2_bestueckt_1.jpg?m=1634830878",
"https://wernerbeiter.com/bilder/news/WA04210481_1.jpg?m=1634830769",
"https://wernerbeiter.com/bilder/news/xrulerlimbgauge2_web.jpg?m=1634830835",
"https://wernerbeiter.com/bilder/produkte/werkzeug/Kaindl_BH_web.jpg?m=1634830894",
"https://wernerbeiter.com/bilder/news/HalbeNocke01_web.jpg?m=1634830797",
"https://wernerbeiter.com/bilder/produkte/werkzeug/ARSS_2009_web.jpg?m=1634830895",
"https://wernerbeiter.com/bilder/news/News_WW6721_www.jpg?m=1634830791",
"https://wernerbeiter.com/bilder/news/DC_Bag.jpg?m=1634830748",
"https://wernerbeiter.com/bilder/news/Shifter_seite.jpg?m=1634830776",
"https://wernerbeiter.com/bilder/news/Brace_web.jpg?m=1634830756",
"https://wernerbeiter.com/bilder/news/Extractor_web.jpg?m=1634830776",
"https://wernerbeiter.com/bilder/news/VT_08_web.jpg?m=1634830756",
"https://wernerbeiter.com/bilder/news/P1010312.JPG?m=1634830752",
"https://wernerbeiter.com/bilder/newsab0713/Rio2016.jpg?m=1634830777",
"https://wernerbeiter.com/bilder/newsab0713/SergioVegas2016_kl.jpg?m=1634830872",
"https://wernerbeiter.com/bilder/newsab0713/IMG_3360.JPG?m=1634830784",
"https://wernerbeiter.com/bilder/produkte/hit-miss/ChrisWhite_HM_200.JPG?m=1634830931",
"https://wernerbeiter.com/bilder/newsab0713/Sjef_346.jpg?m=1634830784",
"https://wernerbeiter.com/bilder/newsab101009/WorldCupSaral.jpg?m=1634830844",
"https://wernerbeiter.com/bilder/newsab0713/SaraLopez2015.jpg?m=1634830829",
"https://wernerbeiter.com/bilder/center/Mexiko2015.jpg?m=1634830771",
"https://wernerbeiter.com/bilder/newsab0713/Portrait_Werner_Visegrad_webklein.jpg?m=1634831014",
"https://wernerbeiter.com/bilder/newsab0713/Lausanne2014_winners.jpg?m=1634830897",
"https://wernerbeiter.com/bilder/newsab0713/Rick_Wro.jpg?m=1634830784",
"https://wernerbeiter.com/bilder/newsab0713/karinaunddieanderen.jpg?m=1634830882",
"https://wernerbeiter.com/bilder/newsab0713/Lisa2014.jpg?m=1634830784",
"https://wernerbeiter.com/bilder/newsab0713/Elli2014.jpg?m=1634830784",
"https://wernerbeiter.com/bilder/newsab0713/sergione.jpg?m=1634830783",
"https://wernerbeiter.com/bilder/newsab0713/TinaBergerschiesst.jpg?m=1634830871",
"https://wernerbeiter.com/bilder/newsab0713/PARISMartin.jpg?m=1634830807",
"https://wernerbeiter.com/bilder/newsab0713/PeterElzinga.jpg?m=1634830817",
"https://wernerbeiter.com/bilder/newsab101009/0624_BERGER-shoot.jpg?m=1634830881",
"https://wernerbeiter.com/bilder/newsab101009/AGales_Vegas_2013.jpg?m=1634830881",
"https://wernerbeiter.com/bilder/newsab101009/Westerwelle.jpg?m=1634830829",
"https://wernerbeiter.com/bilder/newsab101009/BastiinNimes.jpg?m=1634830837",
"https://wernerbeiter.com/bilder/newsab101009/0903_Lords_bow.JPG?m=1634830854",
"https://wernerbeiter.com/bilder/newsab101009/kibobae.jpg?m=1634830793",
"https://wernerbeiter.com/bilder/center/FRA_2012_.jpg?m=1634830763",
"https://wernerbeiter.com/bilder/newsab101009/Elena_AMS.jpg?m=1634830807",
"https://wernerbeiter.com/bilder/newsab101009/tina_antalya.jpg?m=1634830836",
"https://wernerbeiter.com/bilder/newsab101009/kibobae_pvg2012.jpg?m=1634830865",
"https://wernerbeiter.com/bilder/newsab101009/tina-berger-halle-06.jpg?m=1634830918",
"https://wernerbeiter.com/bilder/newsab101009/FFTA_news.png?m=1634830807",
"https://wernerbeiter.com/bilder/center/albina_wic_2012_web.jpg?m=1634830843",
"https://wernerbeiter.com/bilder/newsab101009/MarcoLasVegas.jpg?m=1634830843",
"https://wernerbeiter.com/bilder/newsab101009/LisaNimes2012.jpg?m=1634830843",
"https://wernerbeiter.com/bilder/newsab101009/WernerbeiArbeit_HIGHsPEED_web.jpg?m=1634831003",
"https://wernerbeiter.com/bilder/newsab101009/MixKalender_12_web_kl.jpg?m=1634830924",
"https://wernerbeiter.com/bilder/newsab101009/BeiterAwardWinners.jpg?m=1634830896",
"https://wernerbeiter.com/bilder/news/GBSERIES_logo.jpg?m=1634830777",
"https://wernerbeiter.com/bilder/newsab101009/World2011.jpg?m=1634830807",
"https://wernerbeiter.com/bilder/newsab101009/Brady_Porec2011.jpg?m=1634830864",
"https://wernerbeiter.com/bilder/newsab101009/LasVegas_WorldChallenge.jpg?m=1634830935",
"https://wernerbeiter.com/bilder/newsab101009/075.jpg?m=1634830763",
"https://wernerbeiter.com/bilder/center/Natalia_WIC2010_01.jpg?m=1634830836",
"https://wernerbeiter.com/bilder/news/SergioWC2009.jpg?m=1634830770",
"https://wernerbeiter.com/bilder/center/RussischesTeam.JPG?m=1634830798",
"https://wernerbeiter.com/bilder/newsab101009/PorecEM2010Gold.jpg?m=1634830864",
"https://wernerbeiter.com/bilder/center/Espana0310_web.jpg?m=1634830798",
"https://wernerbeiter.com/bilder/newsab101009/356WIC.jpg?m=1634830782",
"https://wernerbeiter.com/bilder/newsab101009/Nimes2010_topRecurve.jpg?m=1634830916",
"https://wernerbeiter.com/bilder/newsab101009/SuperposterAndreaWeihe.jpg?m=1634830930",
"https://wernerbeiter.com/bilder/center/WI_Aussen1.jpg?m=1634830765",
"https://wernerbeiter.com/bilder/newsab101009/Lucy.jpg?m=1634830770",
"https://wernerbeiter.com/bilder/news/SergioWC2009.jpg?m=1634830770",
"https://wernerbeiter.com/bilder/news/Albina_Ulsan.jpg?m=1634830770",
"https://wernerbeiter.com/bilder/news/0906_Beiter.jpg?m=1634830762",
"https://wernerbeiter.com/bilder/news/FATFIN2009_web.jpg?m=1634830782",
"https://wernerbeiter.com/bilder/news/SergioPorec2009_kl.jpg?m=1634830817",
"https://wernerbeiter.com/bilder/center/kaoshiung.jpg?m=1634830762",
"https://wernerbeiter.com/bilder/center/FranceRec1.jpg?m=1634830770",
"https://wernerbeiter.com/bilder/news/FranceCPU2009.jpg?m=1634830777",
"https://wernerbeiter.com/bilder/news/Quicksbeiterday.jpg?m=1634830792",
"https://wernerbeiter.com/bilder/news/SergioPorec2009_kl.jpg?m=1634830817",
"https://wernerbeiter.com/bilder/news/Armschutz-Soft.jpg?m=1634830782",
"https://wernerbeiter.com/bilder/news/AUS_open2009.JPG?m=1634830769",
"https://wernerbeiter.com/bilder/news/Natasha_0309_02.JPG?m=1634830791",
"https://wernerbeiter.com/bilder/news/Mexico01.jpg?m=1634830752",
"https://wernerbeiter.com/bilder/news/Karina_0309_02.JPG?m=1634830781",
"https://wernerbeiter.com/bilder/news/hitmiss.jpg.JPG?m=1634830762",
"https://wernerbeiter.com/bilder/news/AnastasiaNimes.jpg?m=1634830781",
"https://wernerbeiter.com/bilder/news/SergioF2F_LG.jpg?m=1634830769",
"https://wernerbeiter.com/bilder/center/Italia-CPU.jpg?m=1634830768",
"https://wernerbeiter.com/bilder/news/MNaray.jpg?m=1634830748",
"https://wernerbeiter.com/bilder/news/ARROWS.jpg?m=1634830748",
"https://wernerbeiter.com/bilder/news/beij08_01.jpg?m=1634830756",
"https://wernerbeiter.com/bilder/produkte/videos/teststabiutu.jpg?m=1634830863",
"https://wernerbeiter.com/bilder/news/08_WCup_Antalya_WB.jpg?m=1634830816",
"https://wernerbeiter.com/bilder/news/Sofia.jpg?m=1634830746",
"https://wernerbeiter.com/bilder/news/porec_ita.jpg?m=1634830756"
] |
[] |
[] |
[
""
] | null |
[
"www.tom-newmedia.de",
"Villingen-Schwenningen"
] | null |
en
|
/bilder/icons/favicon.ico
| null |
Product news
Beiter Hit-Miss available!
The Beiter Hit-Miss System is a completely new concept in archery. Developed by Werner Beiter over 15 years, it offers the archer a different type of aiming, shooting and scoring compared to existing systems...And it is easier for spectators to understand.
The System consits of a foam target, incorporating yellow “Hit”-discs, which are plastic inserts available in different sizes.
You either HIT it or MISS it, 1 or 0!... it is visible and most times,... also audible! Different modules are available, with different sized Inserts, to allow for different levels or archer skill or bow type, e.g. Recurve or Compound
For training purposes you can also use the Björn paper target faces included in the kit.
Follow this link to know more about the system.
Beiter Armguards produced according to the EC-guidelines
The Beiter Armguard and the Beiter Armguard Soft are now certified to the PSA-Guidelines of the EC - 89/686/EWG: the EC-Certificate can be downloaded here.
The certificate is another quality aspect for the Beiter Armguard and Beiter Armguard Soft, which are exclusively produced in Germany, as all other Beiter Archery Accessories.
Beiter Out Nocks for new Carbon Express shafts
Carbon Express released two new arrow shafts, which can be used either with Beiter Pin-Out Nocks or with Beiter Out Nocks . To determine the correct Out Nock size we got directly from Carbon Express the outer diameters of the shafts:
Carbon Express Nano Pro EXTREME:
- Out-Nock 4,5, Pin-Out Nock 145 for Spine 650, 700, 750, 800, 900
- Out-Nock 4,7, Pin-Out Nock 149 for Spine 550, 600
- Out-Nock 4,92, Pin-Out Nock 149 for Spine 450, 500
- Out-Nock 5,0, Pin-Out Nock 154 for Spine 400
Carbon Express Nano SST:
- Out-Nock 1800, Pin-Out Nock 149 for Spine 1000
- Out-Nock 4,92, Pin-Out Nock 149 for Spine 800, 900
- Out-Nock 5,0, Pin-Out Nock 154 for Spine 700, 750
- Out-Nock 5,2, Pin-Out Nock 154 for Spine 600, 650
- Out-Nock 5,4, Pin-Out Nock 154 for Spine 500, 550
- Out-Nock 5,5 for Spine 450
- Out-Nock 5,7 for Spine 400
Our Nocksearch database is already updated!
Beiter Scope 29 - Frame Kit!
Several archers worldwide asked for an aiming option, which is reducing the outer diameter of the field of view.
Due to the different available diameters of the Beiter Scope 29 Frame Kit, this is now possible.
World Class Compound archer Karina Marshall - AUS - was active part in this new development: "I am able to aim without a dot! I can now circle the target!" she says.
So you can use the Frame Kit to aim or simply to reduce the field of view in your Beiter Scope 29mm.
The Frame Kit for Scope 29mm is available in 4 colours - Black, Red, White and Yellow - and it includes 4 Frames in following diameters: 16, 17, 18, 19 and 20mm.
Check it out at your local Beiter Dealer!
Beiter Compound Rest Launcher +15mm!
Der Beiter Compound Rest Launcher 50mm is 15mm longer than the Standard Launcher.
The Launcher 50mm must be used exclusively with the grey tilting block (20°) and is offered also as Conversion Kit.
The longer Launcher gives again more chances to do a Fine Tuning on the bow and gives a greater range to finde the needed Pivot Point.
Ideally the Launcher 50mm should be used for the OD88 or OD116 models, but can also be used on the Standard Beiter Compound Rest.
Available width: 5mm and 6mm. Available thickness: 0,30mm and 0,35mm.
Beiter Nocke for Carbon Express Predator II
Beiter produces direct fit insert nocks for all Carbon Express Predator II shafts! Following the list of available nocks:
5,15/1 or 5,15/2 -> Predator II 800 and 700
1716/75/1 or 3-49/2 -> Predator II 2040 and 3050
19-620/2 or 19-620/H -> Predator II 4560 and 6075
Beiter produces direct Insert-Nocks (without the need of a Pin or a Bushing!) for Carbon Express shafts, such as the X-Buster (formerly known as CXL): the 23-808/2 or 23-808/H fits the larger diameters and the 2014/2 fits the X-Buster with smaller diameters!
You can easily find all Beiter nocks and the according shaft on our Nock Search!
Beiter Plunger - 3 new Custom Colours!!
The Beiter Plunger is now available in three new Custom Colours: Green, Orange and Purple.
Since more than 20 years the Beiter Plunger is the unreached reference and the most common among top shooters. With these three new colours, the Beiter Plunger is now available in 10 colours, which are Black and Silver, Blue, Darkblue, Red, Titan and Gold.
More details at your local Beiter Dealer!
Beiter Compound Rest with Overdraw
The Beiter Compound Rest family has added two new versions to the Standard lenght.
Werner Beiter introduces 2 Overdraw Rests, one model with 28mm (OD88) and one with 56mm (OD116), e.g. for Hoyt Tec-Bows. Both can be used according to WA (FITA) rules.
Contact or visit your local Beiter Dealer for more details and to see all three versions!
Beiter Target Pins at the London 2012 Olympic and Paralympic Games
Werner Beiter’s target pins have been used at the past 5 Olympic Games, (Barcelona 1992, Atlanta 1996, Sydney 2000, Athens 2004 and Beijing 2008). We at Beiter, are proud to announce that we will be supporting the London 2012 Olympic and Paralympic Games.
To celebrate our on-going support of the Games, Werner has produced, for the first time ever, two very special limited edition branded target pins to be used at the London 2012 Games.
Chris Marsh, Archery Competition Manager at LOCOG said: ‘we are very grateful of Mr Beiter’s generosity at donating these target pins at both the Olympic and Paralympic Games. We were particularly delighted at his creativity in producing two separate branded target pins for each Games. This unique touch will truly add to making these Games an amazing event’.
The London 2012 Olympic Games begins with the Opening Ceremony, July 27th with the archery qualification round commencing earlier on the same day at Lord’s Cricket Ground. July 28th, the Men’s Team event, will be awarding one of the first medals of the Games and starting 7 days of archery competition.
The London 2012 Paralympic Games begins August 29th with the Opening Ceremony. The qualification round on August 30th, starts 7 days of Paralympic archery action at the Royal Artillery Barracks in Woolwich.
Beiter In-Out Nock for Easton Pro Field!
For the Easton Pro Field shaft series, Beiter offers two choices of nocks. First of all the universal Beiter Pin-Nock series. But also the Beiter In-Out Nock series 2-95 are fitting the ACE Pro Field. Both nock series are available in #1 and #2 asymmetric, as well as Hunter (symmetric). Ask your dealer!
Beiter Pin Nock!
Werner Beiter has invented the Asymmetric Nock! Not only: he was the first, that was able to produce specific nocks in different shapes for most arrows on the market! He developed Insert-Nocks, Outnocks, InOut-Nocks and PinOut-Nocks, to be used directly in or on shafts or on Bushings or Pins.
Now Werner Beiter introduces the first Asymmetric Pin Nock, to complete the product line. With the introduction of the Beiter Pin Nock, Werner Beiter can now offer a nock for all shafts, until now used with other nocks than the unique asymmetric Beiter nocks.
Werner Beiter still suggests to use PinOut-Nocks instead of Pin-Nocks if the shaft/pin combination allows the us of it, because it fits and preserves better the shaft.
The new Beiter Pin-Nock is available in the Asymmetric sizes #1 (small groove) or #2 (large groove). The Symmetric Hunter Version is also available!
Beiter Pin-Nocks are available in 15 colours!
Beiter Nocks for Carbon Express X-Buster!
Beiter produces a wide range of direct fit Insert Nocks, among others Insert Nocks for the Carbon Express X-Buster. Direct fit insert nocks do not need any Adapter, Bushing or Pin: therefor these are the most precise nocks available!
Due to the two different inners diameters, 2 nocks are needed to fit all available shafts.
The Beiter Insert Nock 23-808 - available in #2 and Hunter - fits all shafts with spines from 350 to 500, as well as all CXL shafts.
The Beiter Insert Nock 2014 - available in #2 and later this year as Hunter - fits all shafts with spines from 600-700.
Available at your Beiter Dealer!
Both Scopes Ø39 & Ø29 with new colours!
The Beiter Scopes diam. 29 as well as the diam. 39 are now available in two new colours: Blue and Silver!
The reknown Beiter Scopes are not only the lightest on the market, they are also the most versatile. The available accessories - like aiming dots and rings, centerin aids, crosshair.... - are only part of the versatility. You can now choose from SIX scope body colours: the new Blue and Silver, but also Black, Clear, Red and Green.
Available at your favourite Archery Shop!
Beiter Scope Ø29 K-Lens LIMITED BLACK EDITION!
Lots of accessories and a special deal!! This is the Black Edition of the Beiter Scope Ø29 K-Lens, delivered in an exclusive black box, which can accomodate the whole accessories delivered with. Included are a Black Beiter Scope Ø29 with Zeiss K-Lens, 1 black Beiter Weathershield, as well as one Set of Black Cope Pins, from 1,8 to 6,0mm!!
Also in the box one set each of Rings for Scope Pins and Peep Centering Aid, together with 3 levels (Blue, Green and Red) and one clear and one black holder for it.
Visti your favourite Beiter dealer and get more details on the incredible price for the Beiter Scope Ø29K Black Edition!!
Winder Profi Tool Kit
The Beiter Winder is a successful and indispensable tool for many professional string makers. To better present the whole String and Serving related product line, Beiter decided to offer you a Beiter Winder Profi-Tool Kit!
Included are different Tools, which are helping a lot while working on strings and cables easier. Some of these tools can also be used for other purposes during the daily work of any archer. Savings: if you buy a Winder Profi Tool Kit you save money, compared to the single buying of all the components!
Included:
1 Beiter Winder Profi 1 Beiter Twister 1ea. Beiter String Tool #1 and 2 with Tool Clip 1ea. Beiter Serving Shifter #1 and 2 with Tool Clip 4 Belt Loops (to have String Tools and Serving Shifters safely mounted on belts) 1 Draw & Carry
Beiter Compound Rest!
If you first see the Beiter Compound Rest, you may think: "What a massive and bulky rest!" - Yes - it is!
But as soon as you take it in your hands, you will notice, that the weight is relatively low... and it is not an impression. Werner Beiter used thermpolasts wherever possible to reduce weight, but still allowing as much stability as possible. Werner Beiter developed a revolutionary horizontal and vertical adjustment, which allows adjustments precise as 0,2mm: you could move the rest instead of the sight to move your group into the Center!
Beiter Tattos: Just Cool!
Easy to place, wherever you want! And easy to remove. Beiter Tattoo's are available at all Beiter Dealers!!
Beiter Sight Tunnel diam. 8 - White and Red
The request to be able to buy the Sight Tunnel Ø8 in White respectively in Red started right after the introduction of the diam. 12 Sight Tunnel in these new colours.
The logical consequence for Werner Beiter was to react and offer White and Red as colour option for the small diam. 8 Sight Tunnel.
The Sight Tunnel is available in following combinations:
diam. 8 White complete
diam. 8 Red complete
diam. 8 White, single part
diam. 8 Red, single part
The last two versions can be individually completed by Frame Kit Inserts or Sight Inserts.
In the following pictures you can see both Sight Tunnel diam. 8 in combination with a Black Frame Kit Insert.
Beiter Centralizer "White" and "Pink"
The Beiter Centralizer is now available in two new stylish colours: "White" and "Pink"!
Both new colours are available - as the Black Edition - as single Long Rods or complete Set with Side Rods, Extender and V-Bar. Both stabilizer will have Tuner, Adapter and Covers coloured the same way: candy white and shocking pink!
Logically you can combine both colours if you want and have a marshmellow-like pink-white or white-pink stabilizer!!
As for all other Beiter Centralizer, also these colours are made of a new UV-resistent pigment.
Peep Centering Aid for Scope Ø39
After the introduction of the Peep Centering Aid for Scope Ø29 Werner Beiter had a great amount of requests to have the same system for the Beiter Scope Ø39 as well! Immediately Mr. Beiter has reacted and presents now the Peep Centering Aid for Scope Ø39!!
The Beiter Scope Ø39 is the lightest large diameter Scope on the market and has a very thin scope housing. Sometimes too thin!
To better show the outline of the Scope, Werner Beiter produces now a set of 4 Centering Rings for the Scope Ø39.
Thanks to the 4 rings in different colours, you can interchange them according to your needs. The Kit includes following coloured rings: Yellow, Green, Red and Black.
Peep Centering Aid for Scope Ø29
The Beiter Scope Ø29 has now a new very helpful accessories kit: the Peep Centering Aid!
The Beiter Scope Ø29 is the ligthest Scope on the market and its body is very thin. Sometimes too thin!
To better show the outline of the Scope, Werner Beiter produces now a set of 4 Centering Rings. Thanks to the 4 rings in different colours, you can interchange them according to your needs.
The Kit includes following coloured rings: Yellow, Green, Red and Black. Ask your dealer to try it out on your Scope Ø29!
(In the picture you see a red Peep Centering aid mounted on a black Scope)
Beiter Nocks - Updated compatibility list
Every year new arrow shafts are launched on the market. On our website you find a Nock Search Tool: this allows you to find the correct nock to almost all arrow shafts worldwide. A compatbility list of the latest Easton and Victory shafts can be downloaded here.
Beiter Bow Wrench
The Beiter Bow Wrench has been developed especially for archers by Werner Beiter together with the leading German Tool Company WIHA.
This Tool includes 11 Hex Wrenches (8 inches, 3 metric) and one little screw driver. Due to the patented push out knob you can easily open the tool and take out the wrenches ONE AT A TIME!!!
The metric keys can be for example used for the Beiter Plunger or the Beiter Centralizer, but also for Shibuya Sights and many other products not produced in the US.
The screw driver was specifically included for the Plunger, but can also be used to remove and install E-Clips on the axles of Compound bows.
Simply said: a practical tool for many needs!
Beiter Serving Shifter #1
The large number of different string diameters forced Werner Beiter to produce a second - smaller - size of his Serving Shifter.
The Beiter Serving Shifter #1 is white and can be used also on very small strings (e.g. a Fast Flight 10 strands string) to move or compact the serving.
The Serving Shifter is available in pairs (1ea. #1 and #2) or in the respective size (#1 or #2) in the handy Tool-Clip.
Sight Tunnel Ø12 - Red and White
Since several years the Beiter Sight Tunnel is available in Black and Clear.
The Beiter SIGHT TUNNEL Ø12 is now available also in two brandnew colours: Red and White.
Especially since the introduction of the Sight Tunnel Frame Kits, archers changed their attitude to aim, demanding for more contrast on the target.
With the White and Red Sight Tunnel Ø12 any archer has one more option to find his perfect way to aim.
Beiter String Tool #2, 12,7mm (1/2")
The Beiter String Tool #2, White, 12,7mm (1/2") has been created to better insert any peep into a string. The already known String Tool #1 (Schwarz) - which is smaller - helps to first separate the string, the String Tool #2 makes it than easy to find the center of the string and to insert the Peep. The Beiter String Tool will be in future available in following combinations:
- String&Clip Tool #2, White, 12,7mm (1/2"), single
- String&Clip Tool #1, Black, 9,5mm, single
- String Tool #1 (Black) & #2 (White), sold in pairs
Beiter Nock 3-49 for Easton H-System
The Beiter Insert Nock 3-49 can fit following Easton shafts directly, normally using the Easton H-Nock, without any bushing: ST Epic, ST Epic Camo, ST Epic Junior & ST Excel
Plunger Spare Parts Kit
All what is needed to complete a Beiter Plunger, to make it shorter or longer or to replace used parts.
Each Beiter dealer will have available following parts for your Beiter plunger.
The box includes:
1ea. Nuts 7mm and 11mm in Black and Silver 5ea. Spanner Yellow, Spanner Red 5 Distance Bolt 5 ea. Spring 0,45, 0,60, 0,70 5 Springball 5 Pin Light 34mm, Pin Black 36mm, Pin Blue 38mm, Pin Green 42mm, Pin DarkGreen 44mm 5 pairs of Allen Hex Screws and Washer 2 Allen Head Wrench 1,5mm 2 Screwdriver
Beiter Workstation
The Beiter Workstation 100 helps to keep your desk, counter or working table clean, holding different tools and accessories in place, needed to work on arrows, as for example glue, points, vanes, your Beiter Tri-Liner, Beiter Extractor, Beiter Wingholder, Beiter String Tool, Beiter Serving Shifter or the Deburring Tool, Plier, scissors, knives,...
Not only, the Beiter Workstation 100 is an aid while installing points and feltching up to 6 arrows at a time.You may also easily store winter arrows in summer and summer arrows in winter!
Beiter Limb Tip Line Gauge
The Beiter Limb Tip Line Gauges help to determine limb straightness and torsion.
One set of 4 gauges (#0421/0441/0461/0481) has sizes from 20,0-34,5mm: at least three of them can be placed on the tips of each available limb on the market.
The Beiter Limb Tip Line Gauges must be placed between the string and the limbs: this avoids the string to be retained in the string groove and shows if the limb alignment is good.
Best if used together with a Beiter Brace hold on a Beiter RipClutch or Beiter Bow Holder System. We suggest also to use Beiter Limb Line Gauges #0401.
Beiter X-Ruler for Recurve
The Beiter Limb X-Ruler is made to determine the center of the limb along the whole length of it. It is delivered with a rubber band and a Beiter Fastener, to be able to keep it fixed.
It must be used together with a Beiter Limb Line Gauge #0401!
Beiter Multi Tool by Kaindl
With the Multi Tool for the Beiter Ripclutch System you can hold the bow in almost each position you need, but having two free hands to be able to work on it. You can easily mount accessories (such as Sights, Peeps, Arrow Rests, Plunger...) , serve your servings, adjust the Center Shot, control the alignement of the limbs and much more.
Beiter Half-a-Nock
The Beiter Half-a-Nock has been developed to make it easier to serve-in a Beiter Nocking Point.
After you have decided the correct position of the Beiter Nocking Point, you can install a pair of Beiter Half-a-Nock to hold the two halves of the Beiter Nocking Point, allowing you to concentrate on Serving the string e.g. with your Beiter Winder, aided by the Twister, String Tool, Serving Shifter...!
Armguard SOFT
The new Beiter Armguard SOFT is completing the Beiter Armguard line, in addition to the well known Beiter Armguard, which will be available with any changes, being a little bit less expensive than the SOFT version.
The Beiter Armguard SOFT has the same design but is made out of a high quality and very flexible plastic.
Thanks to 3 rubber bands and 3 Fastener as well as ist soft material the Beiter Armguard SOFT can adapt better to the forearm, without loosing the gliding properties.
The Fastener are black, except for the colour white: in this case the Fastener are white. The Beiter Armguard SOFT is available in 14 solid colours, 10 of those are the same than the covers of the Beiter Centralizer Stabilizer System, these are the colours:
Red, Yellow, Gray, Oyster, Pearl, Black, Orange, White, Azure and Darkgreen.
Scope Ø29 - NEW LEVEL!
The glass level system for Scope Ø29 has been replaced by a new level system, including a
level with a new liquid and a new designed holder for it. This new level system can be used in ALL Beiter Scopes Ø29 on the market. Advantages: The new level is supposed to fade slower as other levels on the market and will keep the colour by far longer than the actual system. The old level system did loose the colour cause of UVA and UVB rays in a short period of time. The new level is not glued in ist holder and can therefor be replaced – e.g. with another coloured levels – very easily and fast. Available colours of the new level: Green, Blue and Red.
The holder is available only in clear. The new system is less expensive as the old one!
Beiter Draw & Carry
The Beiter ”Draw & Carry” is a very versatile tool, available in many different colours and can be used for various purposes: to carry shopping bags (without compressing your finger joints and nervs), warm-Up exercises for Archery (with a Thera-Band®), etc.
It helps also to avoid Dry-Fire by trying to draw a Compound and can be used as a Key Chain in combination with a Beiter String Tool!
Beiter Serving Shifter
The Beiter Serving Shifter is a practical tool, which allows to move the Center Serving or the End Serving on the string (e.g. if you want to move the Nocking Point).
Not only – and much more important! – it allows to „compact“ the serving.
Making your own strings - normally - you can not put enough tension in the serving tool to achieve a very tight serving. Therefor it makes sense to move 3 to 5 windings a time approx 2mm to one direction… you will see that at the end the serving moved much more!! This means that you serving is more compact, tighter and will last longer!
The Beiter Serving Shifter can be stored and carried in the Beiter Tool Clip (the same used for the Beiter String Tool), for example attached to your quiver… ready to be used!
Beiter Brace
The Beiter Brace is available at your local Beiter dealer! It is a tool for your Recurve Bow, which allows you to determine the Center Shot at extended draw, to measure the tiller in almost any position until your full draw length and to see the alignement of the lims at full draw.
Beiter already produces some tools for a better use of the Beiter Brace, such as the Beiter Rip Clutch System, the Beiter Bow Holder, the Beiter Limb Line Gauges and very soon the Beiter Limb X-Ruler.
Beiter Extractor
The Beiter Extractor has been developed to be able to extract broken nocks from an arrow shaft, without trouble and without damaging the end of the arrow.
The heat resistent plastic handpiece can be hold while the screw can be heated that much, to be able to be melt in the broken nock end.
After some seconds you simply pull the Extractor and the broken nock comes out with it!
To exchange (pull and installl) nocks which are not broken, you can use Beiter's Push'n'Pull Tool.
The Beiter Extractor is available in two sizes:
Ø2,5mm,In-Out Nock for X-10, e.g. 0X1, 0X2, 0XH Ø3,0mm, for following nock sizes: 12/1, 12/2, 12/2H, 2X1S, 2X2S, 2X1L, 2X2L, 2X2H, 295X1, 295X2, 295XH, 265X1, 265X2, 265XH
Frame Kit for Sight Tunnel Ø8mm
The overhelming acceptance of the Frame-Kit-Inserts for the Sight Tunnel diam.12 mm pushed Werner Beiter to produce the same aiming system also for the smaller diam. 8mm Sight Tunnel. You defintely have to try the Beiter Frame-Kit-Insert, which fits all Beiter diam. 8mm Sight Tunnels! Available in Clear, Red or Black, in the sizes 3 - 4 - 5 and 6mm.
Beiter Rip-Clutch Info-Flyer
The Rip-Clutch-System developed by Werner Beiter is used by many dealers and archers world wide... and they love it. The versatility, as well as the easy use and modularity makes it an incredible tool for archers and dealers. See the PDF-file explaining the key facts clicking on this link.
News & dates
Beiter Target Pins for RIO 2016 released!
Since the Olympic Games in Atlanta 1996 the Beiter Target Pin is the official Olympic Target Pin for Archery. Not only: almost all archers at the Olympics are and have been using Beiter products, all medallists since 1988 had Beiter products in use.
For Werner Beiter it is a honor to support the Olympic Games also in Rio, later this year. A special series has been produced, as it happened in London, featuring the Olympic and Paralympic Logo. Unfortunately the Limited Edition will not be available for sale... so it will be a collectible, as it was in London 2012!
"Lucky Dog" Sergio Pagni's historical win!
At the 50th Vegas Shoot it happened, what never happened ...the "Lucky Dog", wins the tournament.. this year 50000 $!
Sergio Pagni, the Italian Champion and World Cup Winner, was able to do, what he was dreaming for the last 10 years! Winning the World largest Indoor Event!
Sergio is using the Beiter Centralizer, Beiter Nocks and the Beiter Scope!!!
Thank you for trusting in Beiter products!
Beiter Hit-Miss The Match @Nîmes !!!
Beiter Hit-Miss The Match waiting for you in Nîmes!
Find a partner, find a team to challenge and win cash!
Beiter Hit-Miss - The Match - Premiere @The Berlin Open
A premiere in Berlin! Beiter Hit-Miss - The Match Fun! Excitement! Victory!
At any time YOU can register for a match against an opponent... either you have one or we choose one for you!
A team consists out of 1 recurve and 1 compound archers - no distinction of gender and age!!
You pay 10.-€ per person... the winning team gets 35.-€!
You can play as many matches as you want, against different opponents.
Sjef van den Berg's tour through the Werner & Iris Center
During his stay at the Werner & Iris Center Sjef van den Berg was continuing his videoblog. We choose this nice Video Tour throgh the Beiter Center to invite you to follow his blog, have fun!
Worldcup Final Mexico: 10 of 12 medals with Beiter products
It is almost to expect Recurve archers shooting Beiter Plunger, Klicker and Nocks... but this time 4 out of 6 did use the Beiter Compound Rest! Congratulations!
World Cup final approaching - Beiter Archers successful at all stages
The Worldcup Final in Mexico approaches and all Beiter Archers qualified are ready, also Sara Lopez from Colombia, which was the winner in the single event in Medellin as well as in the Team Event. The whole team from Colombia uses Beiter Accessories, among others the Beiter Compound Rest.
All here at Beiter wishes to the Finalists of the World Cup Final in Mexico City in October: GO FOR GOLD!
Picture courtesy of Worldarchery/Dean Alberga
The Mexican Team visits the Werner & Iris Center in Dauchingen
After the Worldcup in Antalya the Mexican Recurve Team visited the Werner & Iris Center for almost one week. All enjoyed the time and worked hard. All for Gold for your next tasks! Thank you JR Serranofor organising the trip!!
Werner Beiter, *18.03.1939 †25.11.2014
Werner Beiter, *March 18th, 1939 †November 25th, 2014
Werner Beiter passed away at home November 25th, 2014.
His work will be continued in his sense and with his values by his family and his staff.
He will be greatly missed by his loving wife Iris, daughters Nicole and Simone, grandchildren, sons in law, friends and employees.
The heroes of the 2014 Archery World Cup Season using Beiter products!
Aida Roman - MEX, Sara Lopez - COL and Brady Ellison - USA: all archers from the Americas!! All using Beiter Nocks and other products (Compound Rest, Plunger, Klicker, Armguard...) on the way to their success!!! Congratulations and Thank you!!! (Pics made by Kamil Nowok - Camel Bogensport)
Great Weekend in Wroclaw at the 4th WA World Cup - Many happy Beiter Archers!
Great weather and great results at stage 4 of the WA World Cup, in Wroclaw (POL). All individual champions used Beiter products, 80% of all medallists used Beiter nocks! Congratulation to all winners: Rick van der Ven (NED), ROCHMAWATI (INA), Pierre Julien Deloche (FRA), Cansu Ecem Coskun (TUR) and to all Teams! (Foto: Dean Alberga - World Archery)
Eucrea Champions Day - Great results for Beiter equipment
At the Eucrea-Champions-Day in Sternenfels - Germany - 16 of the best archers of the world competed for 1kg Gold, 2kg Silver and 1 kg Bronze. A great day for german archery and all present archers, thanks to the sponsors Falko Eidner and his daughter Evelin.
Winners of the tournament: Karina Winter (picture) won the final against her german team-mate Elena Richter and the Olympic Silver Medalist from London, Aida Roman (MEX).
Rick van der Ven (NED) beated the European Champion Florian Kahllund (GER) in the final. Jean Charles Valladont won the bronze.
Alle archers used several Beiter Produkts, all finalists used Beiter Nocks and Beiter Plunger. Thank you for trusting in Beiter Archery Accessories!
The German Team and Lisa Unruh with Gold and Silver! Beiter Nocks are rocking !
German women are on a run: after Elena Richters win in Shanghai, Lisa Unruh did win her first silver medal at a World Cup in Medellin (COL): not only... the German Women Recurve Team - Karina Winter, Lisa Unruh and Elena Richter - did win the World Cup!
Beiter Nocks are rocking on the arrows of most winners: 12 out of 16 medals, 3 out of 4 winner! Congratulations to all
The first World Cup win for Elena Richter
Finally the first win of a German Recurve archer at a World Cup leg: Elena Richter did it! Congrats and thank you for using Beiter Nocks, Beiter Centralizer Stabilizers, Beiter Klicker and Beiter Plunger!
Sergio Pagni World Champion!
Congratulations and a Great "Thank you!" to all archers winning medals in Nimes last weekend at the Indoor World Championships! Especially to Aida Roman and Sergio Pagni.
Sergio uses Beiter Centralizer, Beiter Scope 39mm and Beiter nocks.
We wish all Beiter Staff shooters a great 2014!
(foto courtesy of Dean Alberga/WA)
Kristina Berger World Champion! Mike Schloesser World Champion! Both with Beiter Nocks!
Kristina Berger crowns in Belek her incredible season with her first World Champion title! She uses Beiter nocks as also the dutch youngster Mike Schloesser! Tina also uses the Beiter Compound Rest OD116, the Beiter Scope 39mm and the Beiter Armguard. It is also great to see that ALL recurve finalists were using Beiter products! Congratulations to all!
Congratulations Martin Damsbo for winning the World Cup Final in Paris!
Martin finally got his first World Cup Final in Paris! Thank you for using Beiter Nocks!
6 out of 8 Semi-Finalists did shoot Beiter nocks in the Compound division, The Beiter Compound Rest was the most used arrow rest
All 16 Recurve Finalists used Beiter products on their bows.
A great THANK YOU to World Archery and the French Federation for the BEST show ever in archery!!!
(picture courtesy of Dean Alberga/World Archery)
3 New Compound World Records!
At the National Championships of The Netherlands in Almere, Peter Elzinga, shot a new world record at 90m:352! And Mike Schloesser shot 2 new junior world records, one at 90m of 350 and a the complete 1440 Round Junior World Record of 1414!
Congratulations to both archers, relying on Beiter Pin Nocks for their results!
(photo: Courtesy of Dean Alberga/WA)
1418 points for Kristina Berger: Congratulations
The incredible result of 1418 points was shot during an official tournament in Germany, with World Record status in Ebersberg (Bavaria). She is now after Peter Elzinga (1419) the archer with the second best result ever! ...logically she is also World Record holder! YOU ARE GREAT Tina!! :-)
Andrea Gales, Indoor World Cup Winner 2013
Andrea Gales wins her first Major title in Vegas: after participating at the Worl Cup Finals in Edinburgh and winning some medals at International Events and Championships, Andrea wins her first great tournament: we are proud that she uses Beiter Nocks, Beiter Scope and Beiter Armguard. Not only: she was the first extensively testing the Beiter Compound Rest, helping us to make it better. Thank you Andrea and... Congratulations!
(Picture courtesy of Dean Alberga, DutchTarget)
Beiter products at the archery booth at the Charity event of the German Sports Aid
German Ministers Guido Westerwelle and Hans-Peter Friedrich as well as Topmodel Barbara Meier tried archery at the Ball des Sportes in Wiesbaden.
Over 1000 guests were invited at the Charity event of the German Sports Aid and had the chance to try archery. The German Archery Federation had a Tryout-booth, served by their best archers. The bows had Beiter accessories installed, as for example the Beiter Centralizer. Some of the VIP's that tried archery were amazed about our sport! On the picture Foreign Minister of Germany - Guido Westerwelle holds the bow for the first time in his life... and has a Beiter Centralizer on it!
Nimes: World Champion Sebastian Rohrberg wins!
Nimes is not only the largest Indoor Tournament in Europe, but also part of the WA Archery World Cup: again 14 of 16 finalists used Beiter products! All 8 recurve finalists had either Beiter Nocks on their arrows, the Beiter Klicker or the Beiter Plunger on their bows. The German World Champion Sebastian Rohrberg got his first World Cup win, as well as Celine Schobinger (SUI) and Naomi Jones (GBR).
(Foto courtesy of Dean Alberga)
Beiter Accessories on the Olympic style bow given to MCC Museum !
London - Lord's Cricket Ground: The Secretary General of World Archery, Tom Dielen, made a donation of a bow equipped with a Beiter Centralizer system, a Beiter Klicker, a Beiter Sight Tunnel and a Beiter Plunger to the MCC museum to thank the MCC and all the people involved at the Lord’s Cricket Ground for their great contribution to what have been the best ever Olympic Games for World Archery. Home of Cricket, Lord’s was a fantastic Home of Archery during the Games.
The Marylebone Cricket Club museum's curator, Mr Adam CHADWICK, was delighted to accept the bow on behalf of MCC and the MCC museum on Monday 3rd September.
The bow will get a place in the museum with some other memorablia from the Olympic event so people visiting Lord's in the future will find a legacy of the event at this fantastic venue where history was made.
(photo and information courtesy of World Archery Communication)
Again Beiter Nocks, Plunger and Klicker on the Olympic Medalists!
All Medalists at the London Olympics were using Beiter Products; either a combination of Beiter Nocks, Plunger and Klicker or all of them! Congratulations for the medalists and THANK YOU for using Beiter products! In the picture double Olympic Gold Medalists Ki Bo-Bae, from Korea. (courtesy of Dean Alberga)
The French Olympic Team at the Werner & Iris Center
Just two weeks before the Olympic Games in London, the French Olympic Archery Team wanted to spend two days in Dauchingen at Beiter's Werner & Iris Center. Some arrow spining, tuning and testing were done by the coaches Marc Dellenbach and Nicola Rifaut. Good luck to Romain Girouille, Gael Prevost, Thomas Faucheron and Berengere Schuh.
European Championships under the Beiter logo: All finalists using Beiter Nocks!
For sure Kristina Berger was the Athlete of these European Championships. Not to forget local hero Rick Van Der Ven (also with 2 Gold Medals) and the Italian "Smooth Guy" Sergio Pagni (1 Gold and 1 Silver).
For Germany's Recurve archers there was a great joy for Elena Richter's Olympic Quota Place, followed by an great performÇance of Camilo Mayr, who at the end was not able to defeat the 16 year old Moldovan Dan Olaru!
We would like to thank all the archers using Beiter products, which we can not name all... Thanks for winning with Beiter Nocks, Beiter Scopes, Beiter Stablizers, Beiter Plunger, Beiter Klicker and the Beiter Compound Rest!
The picture (a courtesy of Dean Alberga) shows Elena Richter after her last shot!
German Compound Archers proved to be good... when they finally are allowed to compete!
Kristina Berger was the big Unknown in Antalya,... she was the newcomer and winner in the hearts of many. Generally the results of the German Compound Team was very good, with Paul Titscher and Kristina on top of it. German Compound archers are top archers which the German Shooting Federation keeps away from the international circuit too often! Hopefully this will change!
For Beiter again many very positive results, like the complete podium of the Compound Ladies - Albina Loginova, Kristina Berger and Marcella Tonioli - shooting Beiter Nocks and Beiter Scopes. Kristina and Albina are using the Beiter Compound Rest as well.
Most medallists were using Beiter Nocks!
Congratulations!
First World Cup of WA in the season 2012 - Beiter products an all Recurve winners again!
Ki Bo-Bae and Brady Ellison win the first Worldcup in Shangha in the Recurve division, as well as Marcella Tonioli in the Compound division. All using Beiter nocks: 13 of 16 finalists did use Beiter Nocks to win. 4 out of 8 Compound Finalists did use the Beiter Scope, 7 out of 8 Recurve the Beiter Plunger. A great first World Cup Leg for archers using Beiter accessories! (photo: D.Alberga)
Lots of Beiter Products on the podium at the German Indoor Championships
At the German Indoor Championships many archers did great: not only the 4 girls from Berlin proofed to be in a great shape (Lisa Unruh, Karina Winter, Susanne Possner and Elena Richter). Kristina Berger - the German Compound Shooting Star - shot a new European Record wit 589 and von her 3rd national title within 12 months, defending her last year's title.
Daniel Hartmann won the Recurves and Paul Titscher the Compounds.
5 out of 6 medalists of the Compound Division were shooting the BEITER COMPOUND REST!
It is clear that all medallists were using BEITER NOCKS! To all these athletes: Go for Gold and enjoy shooting!
Special Edition of the Beiter Armguard for French Champions
Time to go to the Werner & Iris Centre for Albina Loginova!
Two times World Champion and World Cup Winner Albina Loginova spent almost a week at the "Werner & Iris Center" in Dauchingen. "In Moscow the wheather is not so good. Here in Dauchingen I can shoot 50m, check my material and this without freezing, under optimal conditions!" Albina says. "The epertise of all here at Beiter and the material they make will help me to prepare my new season!"
LAS VEGAS: The best in the World rely on Beiter Nocks!
During this years Archery week at the South Point Hotel & Casino in Las Vegas Beiter nocks where on most bows on the podium especially during the World Indoor Championships, the World Cup leg and the World Cup Finals.
All type of nocks where used to achieve extraordinary results: Insert Nocks, InOut Nocks, Pin Nocks, Pin Out Nocks!
A great compliment to Natalia Valeeva, which won her 5th World Champion Title! Brava Natalia!
Also Olympic Champion and Indoor European Champion Marco Galiazzo found his way to a further Gold Medal!
Lisa Unruh and Sergio Pagni take both their 3rd win in Nîmes!
7 out of 8 finalists have won with Beiter Nocks! Among others the Lisa Unruh and Sergio Pagni, both 3rd time winners in Nîmes. Also Brady Ellison did win the Recurve Division, for the second time in a row! Nîmes is - together with Singapore and Las Vegas - part of the World Archery Indoor World Cup.
High Speed Scenes showing the Beiter Compound Rest working and the "D-Loop dance"
In the German Bogensport Magazin (Dec. 2011) Werner Beiter published a foto-line showing the arrow flying out with the Beiter Compound Rest tuned in three different ways: first was center, second and third 4mm off left resp. right.
At the end you see the D-Loop "dancing"!
The movie can be downloaded here.
Archery Calendar of Mix Haxholm available!
The brand new Archery Calendar of Mix Haxholm - former Miss Thailand and ambitoned archer - for 2012 is available from different sources online or from your local dealer. It is a high quality calendar, showing archery from the most beautiful side!
In the calendar the main Archery Competitions world wide are highlighted.
The ideal present for archers for Christmas!
Mix will sign calendars at the Berlin Open and in Nimes, as well as during the World Archery Festival in Las Vegas!
The winners of the Beiter precision award at the Archery GB Series
Andrea Gales, Naomi Folkard, Larry Godfrey and Liam Grimwood are the winner of the Beiter Precision award at the Archery GB Series 2011. This award has been presented to the archers shooting the highest numbers of 10's during the year. Congratulations!
Beiter Precision Award at the Archery GB National Series!
Also in the third year Beiter is Partner of the Archery GB National Series, which are - nowadays - open not only to archers from the UK, but also from other nations.
Precision is one of the qualities of Beiter products and therefor Werner Beiter decided to sponsor 1000 Euro to the archer shooting most 10 during the events. The winners of the Beiter Precision award are listed this PDF-file . Congratulations to the winners, which will get the money prize during the Finals in Liverpool, September 18th.
Albina Loginova World Champion with the Beiter Compound Rest!
During the World Archery World Championships in Torino, Russian Super Start Albina Loginova doubled her World Title of 2009: she used Beiter Nocks, as well as a Beiter Scope 39mm and her Beiter Compound Rest!
Further interesting details: 19 of 21 recurve medals have been won by archers using Beiter Nocks! - All Recurve Gold Medals used Beiter Plunger, Klicker and Nocks! - Beiter Scopes won Gold and Silver in the Women Compound Division!
Again: Beiter Nocks are on the arrows of the medallists!
At the World Archery World Cup in Porec again 6 out 8 Recurve Finalists shot Beiter Nocks. Among others both winners: Brady Ellison (USA) and the Korean Han Gyeonghee. All 8 finalists used the Beiter Plunger as well as the Beiter Klicker. Congratulations also to World Cup winner 2007, Jorge Jimenez from El Salvador, who won silver with his Beiter Centralizer and Laura Longo - Indoor European Champion from Italy - using the Beiter Centralizeras well as her Beiter Scope to win bronze.
World Indoor Challenge 6 of 8 Finalists with Beiter Nocks
The second year of the World Indoor Challenge Las Vegas showed again, that italian Michele Frangilli is the one to beat. As well as danish women recurve Louise Laursen, Michele is also using Beiter nocks along with other Beiter products, such as the Clicker and the Plunger.
Russian Super Star Albina Loginova won the Women Compound Final: she uses Beiter Nocks and Beiter Scope and... she took the first win with her brand new Beiter Compound Rest.
Congratulation to all!
Face 2 Face: all Winners used Beiter Nocks - Segina shows her beautiful white Centralizer and wins!
Congratulation to all winners of the Face to Face Tournament in Amsterdam.
Beiter Nocks have been used by all 4 winners, as well as the Beiter Centralizer in the superb looking colour on the superb looking Russian Top-Archer Tatiana Segina. 11 out 16 finalists used Beiter Nocks on their arrows!
Natalia Valeeva at the Werner & Iris Center! Record at 70m!!
Natalia Valeeva visited the Werner & Iris Center already in November to be able to start preparing for the World Championships in Torino, which should her bring closer to the Olympics 2012. Valeeva was joined by her family - former Italian National Team Member Roberto Cocchi and her three kids, along with a nanny. During her training sessions she did quite well, setting a new ladies best at the Beiter Center: 342!!!
World Cup: Sergio Pagni writes History! - 3 out of 4 winners with Beiter Nocks
Sergio Pagni wins his second World Cup Title in a row and writes history: after winning the 2009 Final in Copenhagen, he wins in Edinburgh again! Sergio shoots with pride his Beiter Centralizer, a Beiter Scope Ø39 and Beiter Pin Out Nocks!!
3 out of 4 World Cup winners are using Beiter Nocks: Brady Ellison (USA) and Albina Loginova (RUS) and Sergio Pagni (ITA).
Brady uses Beiter Plunger and Klicker as well, Albina Loginova shoots a Beiter Scope Ø29
Training Camp of the Russian Junior Team in the Werner & Iris Center
The Russian Junior and Cadet Team took the chance to do a final preparation camp for the Europen Junior and Cadets Championships in Germany at the Werner & Iris Center. 24 archers and 5 coaches under the lead of Head Coach Valery Lysenko worked and shot for one week using all amenities of the Center.
3 out of 4 European Indoor Champions use Beiter Nocks!
3 out of 4 European-Indoor-Champions and 6 out of 8 finalists uses Beiter Nocks to win their medals at the Indoor European Championships in in Porec (Croatia).
A big compliment to the European Champions Sebastian Rohrberg (Germany), Natalia Valeeva and Sergio Pagni (both Italy).
The 1st in the World Ranking Sergio Pagni uses Beiter products since years to perform at highest level: Beiter Centralizer, Beiter Scope Ø39 and Beiter Nocks.
Both Sebastian Rohrberg and Natalia Valeeva use Beiter Nocks, Beiter Klicker, Beiter Plunger and Beiter Armguard Soft.
The Spanish Recurve Team visits Werner Beiter's "Werner & Iris Center"
The Spanish Recurve Team visited the Werner & Iri Center in Dauchingen with the goal to optimize their arrows, bows and accessories for the ongoing outdoor season. From the left to the right: Elías Cuesta, Magali Foulon, Werner Beiter, Andreas Lorenz, Almudena Gallardo, Daniel Morillo, Andrés Gómez. In front: Coach Hyung-Mok Cho, Gema Buitron (missing because injured Beatríz Cabrero - all the best for her!!).
New Compound Record shot in the Werner & Iris Center
The Swiss Patrizio Hofer shot a new Center Record end of January in the Werner & Iris Center in Dauchingen, beating the former best of John Dudley, shooting 356 points, but two X-es more! Congrats Patrizio!
Nîmes: 3 out of 4 winners with Beiter Nocks
Bérengère Schuh (FRA) and Michele Frangilli (ITA) did win Europeans largest Indoor Tournament in Nîmes (FRA). 3 out of 4 winners used Beiter Nocks!
Michele and Bérengère used also the Beiter Klicker and the Beiter Plunger.
French Compound archer Chrystelle Garitat used a Beiter Centralizer and a Beiter Scope to win!
Congratulation to all!
High-Speed-Movies about different types of Releases and Bow-Windows
Werner Beiter releases three new High-Speed-Scenes focussed on the Release and the Bow Window on a Bare Bow Recurve with string walking, on a Recurve with mediterranean style and on a Compound with Release without D-Loop. The videos can be downloaded under this link or can be watched on our YouTube account.
John Dudley Seminar in the Werner & Iris Centre
The German archery magazine "Bogensport Magazin" organizes a Seminar with John Dudley at the "Werner & Iris Centre" January 30th to 31st 2010.
The cost for the Seminar will be 60 Euro, including lunch on Sunday. There is a limited availablity! The seminar will start on Saturday around 6.00 p.m. until 10 p.m. and will continue on Sunday from 09.00 a.m. to approx. 05.00 p.m.
On Saturday there will be the chance to shoot on 70m in the Centre: you will shoot with John, make some movies with him and spine your arrows. On Sunday the movies will be analyzed, as well as some Bow Tuning at 18m will be done. More details by email: info@wernerbeiter.com.
Lucy O'Sullivan wins AGB National Series with Beiter Centralizer and Beiter Scope Ø39
At the finals of the GB Series in Lilleshall 10 out 16 finalists used Beiter Nocks.
The Finals were shot with a similar set-system as it will be used in all FITA eliminations and finals starting from the next season.
A special compliment to Lucy O'Sullivan, which won the title using her Beiter Centralizer and Beiter Scope Ø39.
Sergio Pagni and Marco Galiazzo win the World Cup Final with the Beiter Centralizer!!
Unique location in Copenhagen for outstanding performances! At the World Cup Final 2009 the incredible Sergio Pagni won the Compound division shooting his Beiter Scope Ø39, the Beiter Centralizer and the Beiter Pin-Out Nocks. Marco Galiazzo - Olympic Champion in Athens 2004 - won the Recurve, using his Beiter Centralizer, Beiter In-Out Nocks, the Beiter Plunger and the Beiter Klicker. And again... 3 out of 4 Winners used Beter Nocks!! The Swiss Patrizio Hofer won his 3rd Place with 118 points, using his Beiter Scope Ø39 as well. Congratulations to all!!
Ulsan 2009: 3 out of 4 World Title won with Beiter Nocks!!
3 out of 4 Gold medalists at the past FITA World Championships in Ulsan used BEITER Nocks! All Recurves Semi-Finalists used the Beiter Plunger and the Beiter Klicker! The new World Champion, russian Albina Loginova, used not only the Beiter nocks - as all 4 semi finalists - but also the Beiter Scope Ø29. 3rd placed Laura Longo from Italy used her Beiter Scope Ø39 and her Beiter Centralizer to clinch the bronze match with 118 points! Silver medalists Jorinda Coetzee from South Africa used the Beiter Centralizer as well.
Werner Beiter awarded by FITA's President Erdener with the Golden Arrow
For his outstanding contribution to the development of the sport of archery Werner BEITER was awarded the prestigious Golden Arrow Award at the recent Congress. He received it today from the President of FITA, Prof Dr Ugur ERDENER, during a ceremony at the Munsu Archery Stadium in Ulsan during the World Championships. Read the whole article under following link.
Beiter products helped archers to win Finnish Championships
At the Finnish Field Championships past weekend, 4 out of 6 Recurve medal winners used Beiter Nocks, as well as the Beiter Plunger.
Top 2 Compound Archers, Sami Erjansalo and Timo Rantanen used the Beiter Centralizer to win Gold and Silver. Timo also uses the Beiter Scope and Beiter nocks. Congratulation!
10 out of 12 medallists at the Shanghai World Cup used Beiter nocks
Sergio Pagni wins his sedon Weltcup leg this year and qualifies the second time in a row for the World Cup Final! He uses the Beiter Centralizer, the Beiter Scope Ø39 and the Beiter Pin-Out Nocks. Incredible: 10 out of 12 medallists used Beiter nocks! Thank you and Congratulations!!!
Beiter Nocks win the World Games
At the World Games in Kaoshiung (TPE) 14 out of 18 medals winners used Beiter Nocks! 4 Gold Medals out of 6! One more a proof, that many of the best archers world wide are using Beiter nocks! Congratulations!
The 2009 World Championships Team of France guest of Werner Beiter
Marc Dellenbach - Head Coach of the French Recurve Team - worked two days at Werner Beiter's Werner & Iris Center, to optimize their material for the upcoming World Championships in Ulsan, the first days of September. In the picture from left to right Romain Girouille, Thomas Aubert, Bérengère Schuh (current European Champion), Werner Beiter, Jean-Charles Valladont, Marc Dellenbach, Cyrielle Delamare and Assistant Coach Nicolas Riffaut.
The French Compound Team tests his material at the Werner & Iris Center
From July 22nd to 24th the French Compound Team leaded by Coach Benoit Binon worked at the Beiter Center with Werner Beiter to optimize their material for the upcoming events, such as the World Cup leg 4 in Shanghai and the World Championships in Ulsan.
Following archers where at the Werner & Iris Center: Sebastien Brasseur, Dominic Genet (who lately shot the second best result worldwide, 1415), Pierre-Julien Deloche, Valerie Fabre and Pascale Lebecque.
Quicks Archery Specialists wears Beiter
Quicks Archery Specialists, since 60 years on the market now with 4 shops in the UK, is for sure one of the most reknown archery distributors and dealers. To honour the good co-operation between Werner Beiter and Quicks, the staff at Quicks will wear once a week a Beiter shirt.
Werner Beiter wishes Quicks Archery Specialists all the best for their anniversary!
Grande Sergio! Two times in a row in Porec! 3 of 4 winners with Beiter Nocks!
At the FITA WorldCup in Porec 3 of 4 winners used Beiter Nocks. Not only: Beiter nocks were used by 13 of 16 semi-finalists! The current leader in the FITA Compound Ranking - the Italian Sergio Pagni - won his second Porec World Cup in a row, using the Beiter Pin-Out Nocks, his Beiter Centralizer 37" and his Beiter Scope Ø39. Three of four finalists of the Compound Male division used a Beiter Centralizer! The Compound results in Porec wre extraordinary, with 14 archers passing the 1400 mark. Congratulations!
High Speed Movie with the Beiter Armguard SOFT
These scenes are showing the Beiter Armguard SOFT and how it works if correctly fixed on the arm of the archer. Please note that the arrow releases the string before the string is touching the arm. In the first scene you see how the Beiter Centralizer works and how it keeps the bow in line. Click on following Link to see the movie. You may also visit our site on YouTube.
Winner at the Australian Nationals 2009 Fiona Hyde and her Centralizer
At the Australian Target Nationals 2009 Fiona Hyde (NSW) won the Ladies Compound titel using her Beiter Centralizer. Mr. John Dabovich from Highland Archery presented her the Beiter cheque with the contingency money for her win. Compliments!
Second win in a row at the 1st Leg of the FITA World Cup for Valeeva!
The first FITA WorldCup leg in Santo Domingo showed again the force of Natalia Valeeva.
She won it again, after 2008. She uses Beiter Insert Nocks, the Beiter Klicker as well as the Beiter Plunger.
Not only her, but also other 5 of 8 Recurve Semi Finalists used the same Beiter products, all 8 used the Beiter Plunger.
The Beiter Centralizer has been used by 5 time Olympian and Athens Bronze Medalist Alison Williamson ranked 2nd and Athens Olympic Champion Marco Galiazzo 4th. Compliments to all!
Beiter Scope and Stabilizer wins at the Mexican GP in Tijuana
The Beiter Contingency Program - with more than 10000 USD available for wins with Beiter products, such as Beiter Centralizer, Beiter Scope and Beiter Nocks - started 2008 only for FITA Championships. 2009 Beiter added some more important international tournaments worldwide to the list, such as the Meican Grand Prix in Tijuana. 3 archers did win: 1 Beiter Centralizer in the Compound division, 2 Beiter Scopes Ø39. The winner in the Recurve division used Beiter Pin-Out-Nocks!
Recurve medalists are all shooting Beiter Nocks!!
At the past Indoor World Championships all Recurve Medallists used Beiter Nocks, Beiter Plunger and Beiter Klicker! Being a German manufacturer, Werner Beiter congratulates Karina Winter for her Gold Individual Medal, as well as her Silver Medal in the Team with Susanne Possner and Elena Richter: all three ladies used theri Beiter Centralizer!!!
A special compliment to Berengere Schuh (FRA) for her new World Record: 592!
Beiter Hit-Miss in action! LIVE Feb. 28th 2009!!
http://www.ustream.tv/channel/butc
This is a link to the Final of the BUTC 2009 (British University Team Championships) held in Swansea February 28th 2009. The BEITER HIT-MISS SYSTEM is used there! Have a look!!
More details about the tournament under this link.
In Nimes archers using Beiter nocks claim 100% of the recurve top 8!
Beiter nocks are again the top choice of top archers!
Almost 80% of all archers qualified for the Quarterfinals and ALL Recurves - M and F - were using Beiter Nocks at the largest Indoor Archery Tournament in Europe held in Nimes past weekend!
We would like to highlight the outstanding performance of two ladies: Elena Richter (GER- Ladies Recurve) wins Nimes after striking at the Face-2-Face past December, using Beiter Nocks, Centralizer, Plunger and Klicker.
Former Junior World Champion Anastasia Anastasio (ITA - Ladies Compound - in the picture) used Beiter Nocks and her Beiter Scope Ø39 to win her first Nimes title!
Congratulation!
Sergio Pagni wins the second time in a row the F2F in Amsterdam
The italian Compound archer Sergio Pagni - at the moment #1 in the World Ranking and Indoor European Champion - was able to defend his win at the Face-2-Face Tournament 0f 2007 in Amsterdam past weekend. He is using a Centralizer 37" with 4 Tuner, as well as a Beiter Scope Ø39 with a +1,00 Zeiss K-Lens and Beiter Nocks 19/2 Hunter.
Top Italian Compound at the Werner & Iris Center
The Italian Compound-Team visited the Werner & Iris Center the last week-end of Novmeber.
Eugenia Salvi, current Double World Champion FITA (Indoor and Outdoor), as well as both current FITA Indoor European Champions Laura Longo and Sergio Pagni (2008 winner of and 2007 winner of the Face-To-Face, as well as winner of 2 out of 4WeltCup legs in 2008) checked their bows and arrows for the ongoing season.
The actual JuniorWorld Champion Anastasia Anastasio joined them as well as Giorgia Solato, Stefano Mazzi and Fabio Girardi.
3 of 4 Winner of Australian Open are shooting Beiter Centralizer
At the Australian Open 2008 a huge success of Beiter Products. 3 out of 4 of the event winners were using Beiter Centralizer.
Olympian Michael Naray (Australia): Beiter Centralizer and Nocks
Dearon Meredith (England): Beiter Centralizer and Scope
Semra Ferguson (Australia): Beiter Centralizer
CONGRATULATIONS!!!
19 out of 24 medalists used Beiter Nocks at the Beijing Olympics!
At the end of the Olympic Games in Beijing 2008 the results of archers winning medals using Beiter archery accessories showed to be impressive!
19 out of 24 medalists had Beiter Nocks installed on their winning shafts!
22 of 24 used the Beiter Plunger and 23 out of 24 the Beiter Klicker!
Congratulation to all archers and continue to strike with Beiter archery accessories!!!
15 out of 18 medals in the Team Event were shot with Beiter nocks!
Congratulations for the Women's Team of Korea, China and France, as well as the Men's Team of Korea, Italy and China for the Olympic Medals! 15 out of 18 these medallists did use Beiter Nocks, 16 of 18 the Beiter Plunger and all of them the Beiter Klicker.
High Speed Scenes of the Beiter Centralizer
It is the first time that Werner Beiter releases High Speed Scenes in the Internet. The first theme he wants to touch, is the work of different Beiter Centralizer setups, shot with the same archer, the same bow (with 42lbs.), the same accessories: only change are 3 different Centralizer Setups. See what the work of a stabilizer is or may be,... and look also to the arrow leaving the bow! Scenes filmed with 2000 to 4000 frames per second! The video is available under following Link.
WorldCup in Antalya: Pagni and Salvi win with Beiter!
Sensational victory at the WorldCup Leg 3 for the Italian Compound archers Eugenia Salvi - actual Indoor and Outdoor Worl Champion - and Sergio Pagni - Winner of Nimes 2008 and the European Indoors in Torino. Sergio uses Beiter Centralizer, Beite Scope 39 and Beiter Pin Out Nocks. Eugenia shoots Beiter Pin Out nocks, as well as a Scope 29mm. Congratulation!
Beiter introduces Contingency Program - Prices for 10.000 $
Werner Beiter is supporting many archery worldwide since several years with his unique products. But in 2008 Werner Beiter started for the first time a contingency program which pays out up to 10000 $ to archers winning with selected Beiter archery accessories in International events, such as FITA World Cup, World Championships, European Championships and... for sure... OLYMPIC GAMES! You can see the names of the first winners and a detailed description of the Beiter contingency program in following file.
FITA Worldcup in Porec - Both winner in Compound Division shoot Beiter
Amandine Bouillot (FRA) and Sergio Pagni (ITA) won the FITA Worldcup in Porec, both using the Beiter Centralizer and Beiter Scopes.
The Italian Compound Mens Team - all three using Beiter Centralizer and Beiter Scopes - where able to win the final as well. Congratulations to all of them!
|
||||||
410
|
dbpedia
|
3
| 23
|
https://www.nbcolympics.com/news/archery-101-us-olympic-roster-and-athlete-news
|
en
|
USA Olympic Archery Roster 2024: Player news and updates for Team USA archery
|
[
"http://examplecom.112.2O7.net/b/ss/examplecom/1/H.20.3--NS/0/9170696"
] |
[] |
[] |
[
"Olympics 101",
"Road to the Olympics",
"Team USA",
"Archery",
"Brady Ellison",
"Casey Kaufhold",
"Jennifer Mucino-Fernandez",
"United States",
"",
"",
""
] | null |
[
"Leo Santos"
] |
2024-06-24T13:25:00
|
Find out which athletes will represent the U.S. in archery at the 2024 Paris Olympic Games.
|
en
|
/themes/custom/rings/images/favicon-16x16.png
|
NBC Olympics
|
https://www.nbcolympics.com/news/archery-101-us-olympic-roster-and-athlete-news
|
Three-time Olympic medalist Brady Ellison and world No. 1 Casey Kaufhold will be returning to represent the U.S. at the 2024 Paris Olympics. They both can become the first Americans to win an Olympic title in the sport since 1996.
This will be Ellison's fifth Olympic Games. He won silver at the 2012 and 2016 Games and also collected a bronze medal in 2016. For Kaufhold, this will be her second Olympic Games. Jennifer Mucino-Fernandez is also making her return to the Olympic Games. The full roster can be seen below.
Men
Brady Ellison
Women
Casey Kaufhold
Jennifer Mucino-Fernandez
Catalina Gnoriega
Compared to its 2020 Games roster, the U.S. earned two fewer quota places for the 2024 Games. At the Tokyo Games, the U.S. was able to field a men's and women's team, but this time around, they are only able to field a women's team.
Jack Williams, who failed to earn a quota spot at the World Cup Stage 3 in Turkey, and Jacob Wukie will not be returning to the Olympics. As for the women, Mackenzie Brown will not return to the Games.
|
||||
410
|
dbpedia
|
2
| 38
|
https://www.facebook.com/centershotarcherysrq/
|
en
|
Facebook
|
https://static.xx.fbcdn.net/rsrc.php/yv/r/B8BxsscfVBr.ico
|
https://static.xx.fbcdn.net/rsrc.php/yv/r/B8BxsscfVBr.ico
|
[
"https://facebook.com/security/hsts-pixel.gif?c=3.2"
] |
[] |
[] |
[
""
] | null |
[] | null |
Sieh dir auf Facebook Beiträge, Fotos und vieles mehr an.
|
de
|
https://static.xx.fbcdn.net/rsrc.php/yv/r/B8BxsscfVBr.ico
|
https://www.facebook.com/login/
| ||||
410
|
dbpedia
|
3
| 1
|
https://olympics.com/en/olympic-games/atlanta-1996
|
en
|
Atlanta 1996 Summer Olympics
|
https://img.olympics.com/images/image/private/t_social_share_thumb/f_auto/primary/kgizhbxpzvm04axrohv0
|
https://img.olympics.com/images/image/private/t_social_share_thumb/f_auto/primary/kgizhbxpzvm04axrohv0
|
[
"https://olympics.com/images/static/b2p-images/logo_color.svg",
"https://img.olympics.com/images/image/private/w_300/f_auto/primary/kuxmoldrq2rjc9wases5",
"https://img.olympics.com/images/image/private/t_s_pog_overview_hero_lg/f_auto/primary/kgizhbxpzvm04axrohv0",
"https://olympics.com/topic-assets/olympic-games-assets/button-arrow.svg"
] |
[] |
[] |
[
""
] | null |
[] |
2018-04-23T14:52:08+00:00
|
Relive the moments that went down in history at the 1996 summer Olympics in Atlanta. Access official videos, results, galleries, sport and athletes.
|
en
|
Olympics.com
|
https://olympics.com/en/olympic-games/atlanta-1996
|
Turkish Idol
Turkish weightlifter Naim Suleymanoglu became the first weightlifter in history to win three consecutive Olympic titles. "When he eats at a restaurant, nobody asks him to pay the bill; if he breaks the speed limit, he does not get fined, and the police wish him a pleasant journey," wrote a Turkish journalist.
NOCs: 197
Athletes: 10,318 (3,512 women, 6,806 men)
Events: 271
Volunteers: 47,466
Media: 15,108 media (5,695 written press, 9,413 broadcasters)
The Vote
During the 96th IOC Session in September 1990 in Tokyo, International Olympic Committee members voted in the final round for Atlanta (51 votes) over Athens (35 votes).
The Medals
Athletes from a record-breaking 79 countries won medals and 53 countries won gold medals.
Tennis
Tennis player Virag Csurgo (HUN) was entered in the doubles event only. On the morning of 24 July, she was helping a team-mate to warm up when she was informed that one of the singles entrants had failed to appear and Csurgo could take her place if she showed up for the first round match which was to begin in five minutes' time. Wearing her practice shorts and a t-shirt, Csurgo hurried over to the court and actually won the match.
Wrestling
In the second round of the middleweight (82kg) freestyle wrestling tournament, Elmadi Jabrailov of Kazakhstan faced Lucman Jabrailov of Moldova. The two were brothers from Chechnya, but chose not to represent Russia because of its war against their homeland. Elmadi won the high-scoring but unusually friendly encounter by 10 points to 8.
The Professionals are Admitted
Professionals were admitted to the cycling events.
For Women Only
A women-only sport was introduced: softball.
Professionals in Football
Each team that qualified for the football tournament was allowed to include three professionals, regardless of age or olympic experience.
Elimination of Demonstration Sports
Some demonstration sports were included in various editions of the Olympic Games up until 1992. The Organising Committees for the Olympic Games (OCOGs) could integrate demonstration sports into the Olympic programme. However, the organisation of these demonstrations created a lot of extra work for the OCOGs, which had to provide services that were almost identical to those for the sports on the Olympic programme. Therefore, at the 95th Session of the International Olympic Committee (IOC), held in 1989 in Puerto Rico, it was decided that demonstration sports would be eliminated definitively from the 1996 Atlanta Games onwards.
Ceremonies
Celebration in the Olympic Stadium for the Centenary Games.
Official Opening of the Games by:
President Bill Clinton
Lighting the Olympic Flame by:
Muhammad Ali (boxing)
Olympic Oath by:
Teresa Edwards (basketball)
Officials' Oath by:
Hobie Billingsly (diving)
|
|||
410
|
dbpedia
|
1
| 82
|
https://www.deseret.com/2000/2/25/19492758/medalist-in-archery-faces-felony-drug-charge/
|
en
|
Medalist in archery faces felony drug charge – Deseret News
|
[
"https://static.themebuilder.aws.arc.pub/deseretnews/1707933931353.svg",
"https://www.deseret.com/resizer/v2/3RAD7432JVG4RHJ6FSBVAEYVMQ.jpg?focal=0%2C0&auth=7fd2cf007b99c984c288bb08fe23ef813da4e119a6e424abf8e2aeb23559f62f&width=350&height=196",
"https://www.deseret.com/resizer/v2/OJHOLFXLRZANTGS3LCUXCIYZCI.jpg?focal=1500%2C850&auth=bff0266bdefc7b6fb7b999625cb70a77aadc7c9f2a908df2b527d9af7d77ec11&width=350&height=196",
"https://www.deseret.com/resizer/v2/SDIHGRBIUBDGVOUE7277GCSORE.JPEG?focal=0%2C0&auth=12e680fd96fd723953a543633a7373df901fba1d70f0aa6feb5c338b8d647976&width=350&height=196",
"https://www.deseret.com/resizer/v2/DVCOOHR3ZVGNNGJULSSKMZOEC4.jpg?focal=0%2C0&auth=19f106d781e66ae5d8e72f2b719e4a5b7c03457dfa966c41a1194dc5a35d9820&width=350&height=196",
"https://www.deseret.com/resizer/v2/VY3C3ZR5AVFG7GWPYBSCD6Q5TU.JPG?focal=0%2C0&auth=770c167c825405a107bdc55fb44dc2c8cc3525310a4aaf1245d1d4600742c81f&width=350&height=196",
"https://www.deseret.com/resizer/v2/KQ3UHZOJDJFGLBQBYW4FWSDIVE.jpg?focal=3107%2C703&auth=7a00989ce1761f2633af73c4b10dea5c6763f883a1212411afb74d1aa76cef71&width=350&height=196",
"https://www.deseret.com/resizer/v2/N4HUPCAK4FDJFKNOUVSEXOAE3E.jpg?focal=561%2C371&auth=6c78a77d69cc3227f2a66c816f3288098b86dd81d2dc2f42f44812b82c3b22c0&width=350&height=196",
"https://www.deseret.com/resizer/v2/KAP6SG7F2FDB5PRVQFIQ4Z3RDM.jpg?focal=0%2C0&auth=7826e728deae766a856a8333e8a1bfdd97451fa9129a15f19578b16ecfdc341d&width=350&height=196",
"https://www.deseret.com/resizer/v2/K2I6MHE5ZJE5HNWS7BU234YFEQ.jpg?focal=1735%2C850&auth=86b98fd8e8708e890ea4d9f04f40191ea4b08e9dce144b848609d96db660fa50&width=350&height=196",
"https://www.deseret.com/pf/resources/deseretnews/assets/images/deseret-logo-footer.svg?d=160",
"https://www.deseret.com/pf/resources/deseretnews/assets/images/icons/newsletters.svg?d=160",
"https://www.deseret.com/pf/resources/deseretnews/assets/images/icons/print.svg?d=160",
"https://www.deseret.com/pf/resources/deseretnews/assets/images/icons/ios.svg?d=160",
"https://www.deseret.com/pf/resources/deseretnews/assets/images/icons/android.svg?d=160",
"https://www.deseret.com/pf/resources/deseretnews/assets/images/icons/marathon.svg?d=160",
"https://www.deseret.com/pf/resources/deseretnews/assets/images/icons/twitter.svg?d=160",
"https://www.deseret.com/pf/resources/deseretnews/assets/images/icons/facebook.svg?d=160",
"https://www.deseret.com/pf/resources/deseretnews/assets/images/icons/instagram.svg?d=160"
] |
[] |
[] |
[
""
] | null |
[
"Deseret News",
"Los Angeles Daily News",
"www.deseret.com",
"deseret-news"
] |
2000-02-25T00:00:00
|
VENTURA, Calif. -- A gold-medal archer from Simi Valley, whose performance at the 1996 Olympics inspired actress Geena Davis to take up the sport, surrendered to authorities Thursday to face a felony drug charge. Justin Huish, 25, and his roommate, Brian Mastrangelo, 24, are scheduled to be arraigned March 16 on a charge of possession of marijuana for sale. Authorities said a monthlong investigation determined that the pair had been selling marijuana from their home in the North Los Angeles community of Simi Valley.
|
en
|
/pf/resources/deseretnews/favicon.png?d=160
|
Deseret News
|
https://www.deseret.com/2000/2/25/19492758/medalist-in-archery-faces-felony-drug-charge/
|
VENTURA, Calif. -- A gold-medal archer from Simi Valley, whose performance at the 1996 Olympics inspired actress Geena Davis to take up the sport, surrendered to authorities Thursday to face a felony drug charge.
Justin Huish, 25, and his roommate, Brian Mastrangelo, 24, are scheduled to be arraigned March 16 on a charge of possession of marijuana for sale. Authorities said a monthlong investigation determined that the pair had been selling marijuana from their home in the North Los Angeles community of Simi Valley.Huish's attorney, Philip Dunn, said the winner of two gold medals in 1996 hopes to compete in this summer's Games in Sydney, Australia, but the drug charge makes his status uncertain.
"Typically, a marijuana charge is not considered to be as serious as a hard drug," he said. "(But) this is very upsetting for Justin. It's very difficult for him and his family."
Huish refused reporters' requests for comment.
Mastrangelo also faces a charge of possession of deadly weapons after a Feb. 15 police search of the home discovered martial arts throwing stars and a police-style baton, authorities said.
If convicted of the charge, Huish faces a maximum of three years in prison. Mastrangelo faces a sentence of four years and four months, prosecutor Chris Harman said.
Arrest warrants for the men were issued late Wednesday, and the pair arranged to surrender Thursday. They were released on their own recognizance and ordered to return to Simi Valley police within 48 hours for booking.
During the Feb. 15 search of the roommates' house, detectives seized 4.5 ounces of marijuana and 4.2 grams of hashish oil, which is made from the resin of marijuana, said Simi Valley police Sgt. Bob Gardner. The drugs were valued at $2,300.
Authorities also confiscated $23,000 in cash, scales, packaging materials and other drug paraphernalia, he said.
Huish was taken into custody following the search but released later in the day pending further investigation, authorities said. His roommate was not home at the time.
In 1993, Huish was convicted of misdemeanor vandalism and sentenced to three years probation after an African-American couple reported that their driveway was spray-painted with the initials KKK. Huish later said in an interview that the initials were spray-painted by one of several other teens he was drinking with and that he had only spray-painted his name on the couple's mailbox.
He also denied that the incident was racially motivated.
Huish has kept a relatively low profile since winning gold medals in individual and team competition at the 1996 Olympics in Atlanta.
He has been training regularly for the 2000 Olympics and is employed at a location Dunn refused to disclose.
Huish did, however, gain some notoriety last year for offering instruction to Davis, the Oscar-winning actress who took up the sport after watching Huish perform during the Games. Within two years, Davis was competing for a spot on the U.S. Olympic women's archery team.
She advanced to the semifinal round of trials last summer but did not make one of the starting three spots or the alternate position.
|
||||
410
|
dbpedia
|
3
| 35
|
https://www.teenvogue.com/story/youngest-olympians-ever-olympics-athletes
|
en
|
19 of the Youngest Olympians in the History of the Games
|
[
"https://www.teenvogue.com/verso/static/teen-vogue/assets/logo.svg",
"https://assets.teenvogue.com/photos/57a8bf9ff905d69b697123e4/16:9/w_2560%2Cc_limit/tara-lede.jpg",
"https://assets.teenvogue.com/photos/6692ad5c49d42635feccd5af/1:1/w_350%2Ch_350%2Cc_limit/undefined",
"https://assets.teenvogue.com/photos/66b3b6d9d42a8aa342e30d4b/1:1/w_350%2Ch_350%2Cc_limit/undefined",
"https://assets.teenvogue.com/photos/66b2708fd9c318a145a26ab2/1:1/w_350%2Ch_350%2Cc_limit/undefined",
"https://assets.teenvogue.com/photos/66accebf7ab4b06728019e5c/1:1/pass/undefined",
"https://assets.teenvogue.com/photos/66b2528bc277eedf09b593f2/1:1/pass/undefined",
"https://assets.teenvogue.com/photos/6699569f528f90881d1acd3d/1:1/pass/undefined",
"https://assets.teenvogue.com/photos/66aa88289e8f9fc614495648/1:1/pass/undefined",
"https://www.teenvogue.com/verso/static/teen-vogue/assets/logo-reverse.svg"
] |
[] |
[] |
[
"olympics",
"olympics 2024"
] | null |
[
"Colleen Curry",
"Marilyn La Jeunesse",
"Sara Delgado",
"Alyssa Hardy",
"Kaitlyn McNab",
"Kara Nesvig",
"Brittney McNamara",
"Laura Zeng",
"Condé Nast"
] |
2016-08-08T13:57:50.257000-04:00
|
Take a look at 19 of the youngest Olympians in the history of the Games, including 15-year-old Tara Lipinski and 10-year-old Dimitrios Loundras.
|
en
|
https://www.teenvogue.com/verso/static/teen-vogue/assets/favicon.ico
|
Teen Vogue
|
https://www.teenvogue.com/story/youngest-olympians-ever-olympics-athletes
|
The adage “age is just a number” couldn’t be more true when it comes to the youngest Olympians, a cadre of under-16 athletes who have dominated their chosen sports. Dedicating years of their very young lives to their respective sports, these athletes are the best in their field and have had the honor of making their Olympic debuts before they could even drive.
Asccess to better training facilities and coaches increases, we can expect even more pre-teens and teens to claim Olympic spots of their own. It’s not by chance that they’re qualifying for their spots, many carve their schooling around hours-long training, choosing to prioritize and hone their sporting skills as best they can.
While we’re now seeing many young athletes, we’ve rounded up some of the youngest Olympians to compete in the games. Some competitors were as young as 10—aka fifth grade—when they pitted themselves against peers a decade or more older than them. Some have even managed to snag a coveted medal. Here's a look back at some of the youngest athletes in history to make it to the Olympic games.
Dimitrios Loundras, 10
Dimitrios Loundras was one of the first athletes to compete in the Olympic Games when they made their modern debut in 1896. He was 10 years old when he competed in the Summer Olympics in Athens and won a bronze medal with his gymnastics team. He has held the title of youngest Olympic athlete since that time.
Gaurika Singh, 13
At just 13 years old, Gaurika Singh of Nepal handled her Olympic debut with poise and maturity far beyond her years. The youngest athlete in the 2016 Summer Olympics in Rio, Singh walked onto the pool deck for her 100-meter backstroke race just moments after she accidentally ripped her swimsuit. She called her coach for advice, changed her suit, strode into the arena, and competed. While she didn't end up advancing, she made quite the Olympic splash.
Sky Brown, 13
Sky Brown won her first Olympic medal during her skateboarding debut at the 2020 (technically 2021) Tokyo Olympics. This was the first time skateboarding was allowed in the Olympics and, thusly, made Brown one of the youngest Olympian to win in this discipline to date.
Kokona Hiraki, 12
Only a month younger than Sky Brown, Japanese skater Kokona Hiraki was 12 years old when she won silver at the 2020 Tokyo Olympics. With this historic win she became not only the youngest female and youngest competitor to medal in the event, but she also became the youngest Olympic medalist in 85 years.
Momiji Nishiya, 14
Fellow Japanese skater Momoji Nishiya competed alongside Hiraki at the 2020 Tokyo Olympics. She won gold in the women’s street event, making her Japan's youngest-ever Olympic gold medalist.
Rayssa Leal, 13
Brazilian skater Rayssa Leal was just 13 years old during her 2020 Tokyo Olympics debut. She won the silver medal in her event, coming second to Momiji Nishiya. She solidified her place in Olympics history by becoming one of the youngest Olympians to ever medal.
Quan Hongchan, 14
Chinese diver Quan Hongchan was 14 during her 2020 Olympics debut in Tokyo and was the youngest athlete in the Chinese delegation.She managed to win gold in the individual 10-meter platform event with 466.20 points. This beat the record holder score of 447.7 set by Chen Roulin in 2008.
Katie Grimes, 15
American swimmer Katie Grimes was the youngest athlete on Team USA in 2020. Although she didn’t manage to medal in her event, she did come in fourth place in the 800 meter freestyle. Grimes was the first athlete to qualify for the 2024 U.S. Olympic team.
Hend Zaza, 12
Syrian table tennis player Hend Zaza was the youngest Olympian at the 2020 games and was the youngest Olympic competitor since 1992.
Although she lost in the first round to a veteran athlete, she plans on qualifying for the 2024 Paris Olympics.
Lilly Stoephasius, 14
Three-time German skateboarding champion Lilly Stoephasius was 14 during her Olympic debut in 2020. She placed 9th in the women’s park skateboarding event and has eyes on the gold during the 2024 games.
Beatrice Huștiu, 11
Beatrice Huștiu held the youngest athlete title for a long time. She competed in singles figure skating at the 1968 Olympics in Grenoble, France, but did not medal.
Tara Lipinski, 15
The famed U.S. skater was 15 when she scored her first gold medal in the Ladies' Single event in the 1998 Winter Olympics. Lipinski became the youngest person ever to hold the title of U.S., World, and Olympic Champion, and then turned professional at age 15, touring with Champions on Ice and Stars on Ice.
Dominique Moceanu, 14
For gymnastics fans, there are few great sports stories like that of the 1996 U.S. women's gymnastics team known as The Magnificent Seven. Dominique Moceanu, at age 14, was the youngest member of the seven. Despite an injury that kept her out of individual competition and struggling through team competition, she helped the U.S. team nab the gold, becoming the youngest athlete to win the gold for women's gymnastics. She was also the youngest athlete ever featured on a Wheaties Box.
Marjorie Gestring, 13
Gestring was 13 years and 268 days old when she competed in the Olympics in Berlin, Germany, in 1936, and helped the U.S. women's diving team win a gold medal, according to Top End Sports. Gestring continued to compete nationally after the '36 Olympics, but further Olympic ambitions were thwarted when World War II led to the cancelation of the 1940 and 1944 Olympic games, according to the BBC.
Kim Yun-Mi, 13
In 1994, Kim Yun-Mi of South Korea made Olympic speed-skating history when she competed at the Lillehammer Games at the age of 13. She won the gold in the 3,000-meter relay and became the youngest Olympic champion at the Winter Games, according to Sports Reference.
Donna Elizabeth de Varona, 13
Donna Elizabeth was 13 years and 129 days old when she competed in the 4x100 meter freestyle relay at the 1960 Olympics on the qualifying team, getting the team into the eventual competition where they won the gold.
Inge Sørensen, 12
Inge was the youngest Olympic female medalist in history when she took home the bronze medal in the 200-meter breaststroke competition at the 1936 Olympics, according to the BBC. She then went on to win the gold in 1938.
The Italian Gymnastics Team in 1928, ages 11 and 12
In the 1928 Olympics, Italy sent three young gymnasts to represent it in the Olympics: Luigina Giavotti, who was 11 years and 301 days old, Ines Vercesi, who was 12 years and 99 days old, and Carla Marangoni, who was 12 years and 269 days old.
Unknown Dutch rower boy
While Dimitrios Loundras holds the official title of youngest Olympic athlete, Olympic historians have long studied a photo of a Dutch rowing team in the 1900 Olympics in which a substitute coxswain was brought in at the last minute to replace the team's regular coxswain, Hermanus Brockmann. A young boy is seen with rowers Françoise Brandt and Roelof Klein, but his age is unknown.
Related: Olympics 2016 Day 2: Gaurika Singh Debuts, and U.S. Gymnast Gabby Douglas Won’t Advance to All-Around
|
||||
410
|
dbpedia
|
3
| 42
|
https://www.ap.org/news-highlights/spotlights/2024/competing-for-two-pregnant-olympians-push-the-boundaries-of-possibility-in-paris/
|
en
|
Competing for two: Pregnant Olympians push the boundaries of possibility in Paris
|
[
"https://px.ads.linkedin.com/collect/?pid=4521762&fmt=gif",
"https://www.ap.org/wp-content/themes/apnews/assets/images/ap-news-logo.svg",
"https://www.ap.org/wp-content/themes/apnews/assets/images/magnifying-glass.svg",
"https://www.ap.org/wp-content/themes/apnews/assets/images/magnifying-glass.svg",
"https://www.ap.org/wp-content/themes/apnews/assets/images/arrow-right.svg",
"https://www.ap.org/wp-content/uploads/bis-images/28197/AP24217373316566-375x375-f44_11.jpg",
"https://www.ap.org/wp-content/uploads/bis-images/28197/AP24217373316566-360x250-f44_11.jpg",
"https://www.ap.org/wp-content/uploads/bis-images/28197/AP24217373316566-416x300-f44_11.jpg",
"https://www.ap.org/wp-content/uploads/bis-images/28196/AP24217373302786-360x250-f50_50.jpg",
"https://www.ap.org/wp-content/uploads/bis-images/28196/AP24217373302786-416x300-f50_50.jpg",
"https://www.ap.org/wp-content/uploads/bis-images/28195/AP24217550646449-360x250-f50_50.jpg",
"https://www.ap.org/wp-content/uploads/bis-images/28195/AP24217550646449-416x300-f50_50.jpg",
"https://www.ap.org/wp-content/uploads/bis-images/2702/ap-placeholder-416x252-f50_50.jpg",
"https://www.ap.org/wp-content/uploads/bis-images/28383/AP24221604662748-416x252-f50_50.jpg",
"https://www.ap.org/wp-content/uploads/bis-images/28366/AP24220853167597-416x252-f48_17.jpg",
"https://www.ap.org/wp-content/uploads/2024/01/footer-logo.svg",
"https://www.ap.org/wp-content/themes/apnews/assets/images/ap-news-logo.svg",
"https://www.ap.org/wp-content/themes/apnews/assets/images/magnifying-glass.svg"
] |
[] |
[] |
[
""
] | null |
[
"Alice Masquelier-Page",
"Jocelyn Noveck"
] |
2024-08-05T15:40:00+00:00
|
PARIS (AP) — Many Olympic athletes take to Instagram to share news of their exploits, trials, victories and heartbreaks. After her fencing event
|
en
|
/apple-touch-icon.png
|
The Associated Press
|
https://www.ap.org/news-highlights/spotlights/2024/competing-for-two-pregnant-olympians-push-the-boundaries-of-possibility-in-paris/
|
PARIS (AP) — Many Olympic athletes take to Instagram to share news of their exploits, trials, victories and heartbreaks. After her fencing event ended last week, Egypt’s Nada Hafez shared a little bit more.
She’d been fencing for two, the athlete revealed — and in fact had been pregnant for seven months.
“What appears to you as two players on the podium, they were actually three!” Hafez wrote, under an emotional picture of her during the match. “It was me, my competitor, & my yet-to-come to our world, little baby!” Mom (and baby) finished the competition ranked 16th, Hafez’s best result in three Olympics.
A day later, an Azerbaijani archer was also revealed on Instagram to have competed while six-and-a-half months pregnant. Yaylagul Ramazanova told Xinhua News she’d felt her baby kick before she took a shot — and then shot a 10, the maximum number of points.
There have been pregnant Olympians and Paralympians before, though the phenomenon is rare for obvious reasons. Still, most stories have been of athletes competing far earlier in their pregnancies — or not even far enough along to know they were expecting.
Like U.S. beach volleyball star Kerri Walsh Jennings, who won her third gold medal while unknowingly five weeks pregnant with her third child.
“When I was throwing my body around fearlessly, and going for gold for our country, I was pregnant,” she said on “Today” after the London Games in 2012. She and husband Casey (also a beach volleyball player) had only started trying to conceive right before the Olympics, she said, figuring it would take time. But she felt different, and volleyball partner Misty May-Treanor said to her — presciently, it turned out — “You’re probably pregnant.”
It makes sense that pregnant athletes are pushing boundaries now, one expert says, as both attitudes and knowledge develop about what women can do deep into pregnancy.
“This is something we’re seeing more and more of,” says Dr. Kathryn Ackerman, a sports medicine physician and co-chair of the U.S. Olympic and Paralympic Committee’s women’s health task force, “as women are dispelling the myth that you can’t exercise at a high level when you’re pregnant.”
Ackerman notes there’s been little data, and so past decisions on the matter have often been arbitrary. But, she says, “doctors now recommend that if an athlete is in good condition going into pregnancy, and there are no complications, then it’s safe to work out, train, and compete at a very high level.” An exception, she says, might be something like ski racing, where the risk of a bad fall is great.
But in fencing, says the Boston-based Ackerman, there is clearly protective padding for athletes, and in less physically strenuous sports like archery or shooting, there’s absolutely no reason a woman can’t compete.
It’s not just an issue of physical fitness, of course. It is deeply emotional. Deciding whether and how to compete while trying to also grow a family is a thorny calculus that male athletes simply don’t have to consider — at least in anywhere near the same way.
Just ask Serena Williams, who famously won the Australian Open in 2017 while pregnant with her first child. When, some five years later, she wanted to try for a second, she stepped back from tennis — an excruciating decision.
“Believe me, I never wanted to have to choose between tennis and a family,” Williams — who won four Olympic golds — wrote in a Vogue essay. “I don’t think it’s fair. If I were a guy, I wouldn’t be writing this because I’d be out there playing and winning while my wife was doing the physical labor of expanding our family. Maybe I’d be more of a Tom Brady if I had that opportunity.”
Williams welcomed Adira River Ohanian in 2023, joining older sister Olympia. And Olympia was the name that U.S. softball player Michele Granger’s mother reportedly suggested for the baby Granger was carrying when she pitched the gold-medal winning game in Atlanta in 1996. Her husband suggested the name Athena. Granger preferred neither.
“I didn’t want to make that connection with her name,” said Granger to Gold Country Media in 2011. The baby was named Kady.
The choice to combine motherhood and a sports career involves many factors, to be sure, which vary by sport and by country. Franchina Martinez, 24, who competes in track for the Dominican Republic, says more female athletes retire early than male athletes in her country, and one reason is pregnancy.
“When they get pregnant, they believe they won’t be able to return, unlike in more developed countries where they might be able to,” said Martinez. “So they quit the sport, they don’t return to compete, or they aren’t the same.”
For the sake of her career, she said, she doesn’t plan to have children in the near future: “As long as I can avoid it for the sake of my sport, I will postpone it because I am not ready for that yet.”
At the Paris fencing venue over the weekend, fans were mixed between admiration for the bravery and determination of Hafez, a 26-year-old former gymnast with a degree in medicine, and speculation about whether it was risky.
“There are certainly sports that are less violent,” said Pauline Dutertre, 29, sitting outside the elegant Grand Palais during a break in action alongside her father, Christian. Dutertre had competed herself on the international circuit in saber until 2013. “It is, after all, a combat sport.”
“In any case,” she noted, “it is courageous. Even without making it to the podium, what she did was brave.”
Marilyne Barbey, attending the fencing from Annecy in southeastern France with her family, wondered about safety too, but added: “You can fall anywhere, at any time. And, in the end, it is her choice.”
Ramazanova, who was visibly pregnant when competing, also earned admiration, including from her peers. She reached the final 32 in her event.
Casey Kaufhold, an American who earned bronze in the mixed team category, said it was “really cool” to see her Azerbaijani colleague achieving what she did.
“I think it’s awesome that we see more expecting mothers shooting in the Olympic Games and it’s great to have one in the sport of archery,” she said in comments to The Associated Press. “She shot really well, and I think it’s really cool because my coach is also a mother and she’s been doing so much to support her kids even while she’s away.”
Kaufhold said she hoped Ramazanova’s run would inspire more mothers and expectant mothers to compete. And she had a more personal thought for the mom-to-be:
“I think it’s awesome for this archer that one day, she can tell her kid, ‘Hey, I went to the Olympic Games and you were there, too.’”
___
Associated Press journalists Cliff Brunt and Hanna Arhirova contributed from Paris.
___
|
||||
410
|
dbpedia
|
2
| 4
|
https://en.wikipedia.org/wiki/List_of_Olympic_medalists_in_archery
|
en
|
List of Olympic medalists in archery
|
https://en.wikipedia.org/static/favicon/wikipedia.ico
|
https://en.wikipedia.org/static/favicon/wikipedia.ico
|
[
"https://en.wikipedia.org/static/images/icons/wikipedia.png",
"https://en.wikipedia.org/static/images/mobile/copyright/wikipedia-wordmark-en.svg",
"https://en.wikipedia.org/static/images/mobile/copyright/wikipedia-tagline-en.svg",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/23px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/4/4c/Flag_of_Sweden.svg/23px-Flag_of_Sweden.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/bc/Flag_of_Finland.svg/23px-Flag_of_Finland.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/23px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/1b/Flag_of_Japan_%281870%E2%80%931999%29.svg/22px-Flag_of_Japan_%281870%E2%80%931999%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/0/03/Flag_of_Italy.svg/23px-Flag_of_Italy.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/bc/Flag_of_Finland.svg/23px-Flag_of_Finland.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_the_Soviet_Union.svg/23px-Flag_of_the_Soviet_Union.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a7/Olympic_flag.svg/23px-Olympic_flag.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/23px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/23px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/1b/Flag_of_Japan_%281870%E2%80%931999%29.svg/22px-Flag_of_Japan_%281870%E2%80%931999%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/23px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_South_Korea_%281984%E2%80%931997%29.svg/23px-Flag_of_South_Korea_%281984%E2%80%931997%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_the_Soviet_Union.svg/23px-Flag_of_the_Soviet_Union.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_South_Korea_%281984%E2%80%931997%29.svg/23px-Flag_of_South_Korea_%281984%E2%80%931997%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/2/2e/Flag_of_the_United_Kingdom_%283-2%29.svg/23px-Flag_of_the_United_Kingdom_%283-2%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/23px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/4/4c/Flag_of_Sweden.svg/23px-Flag_of_Sweden.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_South_Korea_%281984%E2%80%931997%29.svg/23px-Flag_of_South_Korea_%281984%E2%80%931997%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/b9/Flag_of_Australia.svg/23px-Flag_of_Australia.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/23px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/2/20/Flag_of_the_Netherlands.svg/23px-Flag_of_the_Netherlands.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/4/41/Flag_of_Italy_%282003%E2%80%932006%29.svg/23px-Flag_of_Italy_%282003%E2%80%932006%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/9/9e/Flag_of_Japan.svg/23px-Flag_of_Japan.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/b9/Flag_of_Australia.svg/23px-Flag_of_Australia.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/4/49/Flag_of_Ukraine.svg/23px-Flag_of_Ukraine.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/7/76/Flag_of_South_Korea_%281997%E2%80%932011%29.svg/23px-Flag_of_South_Korea_%281997%E2%80%932011%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/f/f3/Flag_of_Russia.svg/23px-Flag_of_Russia.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/23px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/9/9e/Flag_of_Japan.svg/23px-Flag_of_Japan.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/23px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/23px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/23px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/b4/Flag_of_Turkey.svg/23px-Flag_of_Turkey.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/0/03/Flag_of_Italy.svg/23px-Flag_of_Italy.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/9/9e/Flag_of_Japan.svg/23px-Flag_of_Japan.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/23px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/23px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/23px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_South_Korea_%281984%E2%80%931997%29.svg/22px-Flag_of_South_Korea_%281984%E2%80%931997%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/2/2e/Flag_of_the_United_Kingdom_%283-2%29.svg/22px-Flag_of_the_United_Kingdom_%283-2%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/9/9a/Flag_of_Spain.svg/22px-Flag_of_Spain.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/bc/Flag_of_Finland.svg/22px-Flag_of_Finland.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/2/2e/Flag_of_the_United_Kingdom_%283-2%29.svg/22px-Flag_of_the_United_Kingdom_%283-2%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_South_Korea_%281984%E2%80%931997%29.svg/22px-Flag_of_South_Korea_%281984%E2%80%931997%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/0/03/Flag_of_Italy.svg/22px-Flag_of_Italy.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/7/76/Flag_of_South_Korea_%281997%E2%80%932011%29.svg/22px-Flag_of_South_Korea_%281997%E2%80%932011%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/0/03/Flag_of_Italy.svg/22px-Flag_of_Italy.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/7/76/Flag_of_South_Korea_%281997%E2%80%932011%29.svg/22px-Flag_of_South_Korea_%281997%E2%80%932011%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/14/Flag_of_Chinese_Taipei_for_Olympic_games.svg/22px-Flag_of_Chinese_Taipei_for_Olympic_games.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/4/49/Flag_of_Ukraine.svg/22px-Flag_of_Ukraine.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/7/76/Flag_of_South_Korea_%281997%E2%80%932011%29.svg/22px-Flag_of_South_Korea_%281997%E2%80%932011%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/0/03/Flag_of_Italy.svg/22px-Flag_of_Italy.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/0/03/Flag_of_Italy.svg/22px-Flag_of_Italy.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/b9/Flag_of_Australia.svg/22px-Flag_of_Australia.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/14/Flag_of_Chinese_Taipei_for_Olympic_games.svg/22px-Flag_of_Chinese_Taipei_for_Olympic_games.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/9/9e/Flag_of_Japan.svg/22px-Flag_of_Japan.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/22px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/b4/Flag_of_Turkey.svg/22px-Flag_of_Turkey.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/23px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/4/41/Flag_of_Poland_%281928%E2%80%931980%29.svg/23px-Flag_of_Poland_%281928%E2%80%931980%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_the_Soviet_Union.svg/23px-Flag_of_the_Soviet_Union.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/23px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_the_Soviet_Union.svg/23px-Flag_of_the_Soviet_Union.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_the_Soviet_Union.svg/23px-Flag_of_the_Soviet_Union.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_the_Soviet_Union.svg/23px-Flag_of_the_Soviet_Union.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_the_Soviet_Union.svg/23px-Flag_of_the_Soviet_Union.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/bc/Flag_of_Finland.svg/23px-Flag_of_Finland.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/be/Flag_of_South_Korea_%281949%E2%80%931984%29.svg/23px-Flag_of_South_Korea_%281949%E2%80%931984%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/23px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/be/Flag_of_South_Korea_%281949%E2%80%931984%29.svg/23px-Flag_of_South_Korea_%281949%E2%80%931984%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_South_Korea_%281984%E2%80%931997%29.svg/23px-Flag_of_South_Korea_%281984%E2%80%931997%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_South_Korea_%281984%E2%80%931997%29.svg/23px-Flag_of_South_Korea_%281984%E2%80%931997%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_South_Korea_%281984%E2%80%931997%29.svg/23px-Flag_of_South_Korea_%281984%E2%80%931997%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_South_Korea_%281984%E2%80%931997%29.svg/23px-Flag_of_South_Korea_%281984%E2%80%931997%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_South_Korea_%281984%E2%80%931997%29.svg/23px-Flag_of_South_Korea_%281984%E2%80%931997%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a7/Olympic_flag.svg/23px-Olympic_flag.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_South_Korea_%281984%E2%80%931997%29.svg/23px-Flag_of_South_Korea_%281984%E2%80%931997%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/23px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/4/49/Flag_of_Ukraine.svg/23px-Flag_of_Ukraine.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/7/76/Flag_of_South_Korea_%281997%E2%80%932011%29.svg/23px-Flag_of_South_Korea_%281997%E2%80%932011%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/7/76/Flag_of_South_Korea_%281997%E2%80%932011%29.svg/23px-Flag_of_South_Korea_%281997%E2%80%932011%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/7/76/Flag_of_South_Korea_%281997%E2%80%932011%29.svg/23px-Flag_of_South_Korea_%281997%E2%80%932011%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/7/76/Flag_of_South_Korea_%281997%E2%80%932011%29.svg/23px-Flag_of_South_Korea_%281997%E2%80%932011%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/7/76/Flag_of_South_Korea_%281997%E2%80%932011%29.svg/23px-Flag_of_South_Korea_%281997%E2%80%932011%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/2/2e/Flag_of_the_United_Kingdom_%283-2%29.svg/23px-Flag_of_the_United_Kingdom_%283-2%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/23px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/7/76/Flag_of_South_Korea_%281997%E2%80%932011%29.svg/23px-Flag_of_South_Korea_%281997%E2%80%932011%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/7/76/Flag_of_South_Korea_%281997%E2%80%932011%29.svg/23px-Flag_of_South_Korea_%281997%E2%80%932011%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/23px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fc/Flag_of_Mexico.svg/23px-Flag_of_Mexico.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fc/Flag_of_Mexico.svg/23px-Flag_of_Mexico.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/23px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/ba/Flag_of_Germany.svg/23px-Flag_of_Germany.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/23px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/23px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/02/Russian_Olympic_Committee_flag.png/23px-Russian_Olympic_Committee_flag.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/0/03/Flag_of_Italy.svg/23px-Flag_of_Italy.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/23px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/23px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_South_Korea_%281984%E2%80%931997%29.svg/22px-Flag_of_South_Korea_%281984%E2%80%931997%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/9f/Flag_of_Indonesia.svg/22px-Flag_of_Indonesia.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_South_Korea_%281984%E2%80%931997%29.svg/22px-Flag_of_South_Korea_%281984%E2%80%931997%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a7/Olympic_flag.svg/22px-Olympic_flag.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_South_Korea_%281984%E2%80%931997%29.svg/22px-Flag_of_South_Korea_%281984%E2%80%931997%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/ba/Flag_of_Germany.svg/22px-Flag_of_Germany.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/1/12/Flag_of_Poland.svg/22px-Flag_of_Poland.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/7/76/Flag_of_South_Korea_%281997%E2%80%932011%29.svg/22px-Flag_of_South_Korea_%281997%E2%80%932011%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/4/49/Flag_of_Ukraine.svg/22px-Flag_of_Ukraine.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/ba/Flag_of_Germany.svg/22px-Flag_of_Germany.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/7/76/Flag_of_South_Korea_%281997%E2%80%932011%29.svg/22px-Flag_of_South_Korea_%281997%E2%80%932011%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/14/Flag_of_Chinese_Taipei_for_Olympic_games.svg/22px-Flag_of_Chinese_Taipei_for_Olympic_games.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/7/76/Flag_of_South_Korea_%281997%E2%80%932011%29.svg/22px-Flag_of_South_Korea_%281997%E2%80%932011%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/22px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/9/9e/Flag_of_Japan.svg/22px-Flag_of_Japan.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/f/f3/Flag_of_Russia.svg/22px-Flag_of_Russia.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/14/Flag_of_Chinese_Taipei_for_Olympic_games.svg/22px-Flag_of_Chinese_Taipei_for_Olympic_games.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/02/Russian_Olympic_Committee_flag.png/22px-Russian_Olympic_Committee_flag.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/ba/Flag_of_Germany.svg/22px-Flag_of_Germany.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fc/Flag_of_Mexico.svg/22px-Flag_of_Mexico.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/2/20/Flag_of_the_Netherlands.svg/22px-Flag_of_the_Netherlands.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fc/Flag_of_Mexico.svg/22px-Flag_of_Mexico.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/ba/Flag_of_Germany.svg/22px-Flag_of_Germany.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/23px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/23px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/23px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/23px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/23px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/23px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/23px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/d/d5/Flag_of_the_United_States_%281896%E2%80%931908%29.svg/23px-Flag_of_the_United_States_%281896%E2%80%931908%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/d/d5/Flag_of_the_United_States_%281896%E2%80%931908%29.svg/23px-Flag_of_the_United_States_%281896%E2%80%931908%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/d/d5/Flag_of_the_United_States_%281896%E2%80%931908%29.svg/23px-Flag_of_the_United_States_%281896%E2%80%931908%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/d/d5/Flag_of_the_United_States_%281896%E2%80%931908%29.svg/23px-Flag_of_the_United_States_%281896%E2%80%931908%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/d/d5/Flag_of_the_United_States_%281896%E2%80%931908%29.svg/23px-Flag_of_the_United_States_%281896%E2%80%931908%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/d/d5/Flag_of_the_United_States_%281896%E2%80%931908%29.svg/23px-Flag_of_the_United_States_%281896%E2%80%931908%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/d/d5/Flag_of_the_United_States_%281896%E2%80%931908%29.svg/22px-Flag_of_the_United_States_%281896%E2%80%931908%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/d/d5/Flag_of_the_United_States_%281896%E2%80%931908%29.svg/22px-Flag_of_the_United_States_%281896%E2%80%931908%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/d/d5/Flag_of_the_United_States_%281896%E2%80%931908%29.svg/22px-Flag_of_the_United_States_%281896%E2%80%931908%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/d/d5/Flag_of_the_United_States_%281896%E2%80%931908%29.svg/23px-Flag_of_the_United_States_%281896%E2%80%931908%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/d/d5/Flag_of_the_United_States_%281896%E2%80%931908%29.svg/23px-Flag_of_the_United_States_%281896%E2%80%931908%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/d/d5/Flag_of_the_United_States_%281896%E2%80%931908%29.svg/23px-Flag_of_the_United_States_%281896%E2%80%931908%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/d/d5/Flag_of_the_United_States_%281896%E2%80%931908%29.svg/23px-Flag_of_the_United_States_%281896%E2%80%931908%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/d/d5/Flag_of_the_United_States_%281896%E2%80%931908%29.svg/23px-Flag_of_the_United_States_%281896%E2%80%931908%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/d/d5/Flag_of_the_United_States_%281896%E2%80%931908%29.svg/23px-Flag_of_the_United_States_%281896%E2%80%931908%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/d/d5/Flag_of_the_United_States_%281896%E2%80%931908%29.svg/22px-Flag_of_the_United_States_%281896%E2%80%931908%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/2/2e/Flag_of_the_United_Kingdom_%283-2%29.svg/23px-Flag_of_the_United_Kingdom_%283-2%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/2/2e/Flag_of_the_United_Kingdom_%283-2%29.svg/23px-Flag_of_the_United_Kingdom_%283-2%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/d/d5/Flag_of_the_United_States_%281896%E2%80%931908%29.svg/23px-Flag_of_the_United_States_%281896%E2%80%931908%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/2/2e/Flag_of_the_United_Kingdom_%283-2%29.svg/23px-Flag_of_the_United_Kingdom_%283-2%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/2/2e/Flag_of_the_United_Kingdom_%283-2%29.svg/23px-Flag_of_the_United_Kingdom_%283-2%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/2/2e/Flag_of_the_United_Kingdom_%283-2%29.svg/23px-Flag_of_the_United_Kingdom_%283-2%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/23px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/23px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/23px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/22px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/23px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/23px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/23px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/22px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/23px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/2/20/Flag_of_the_Netherlands.svg/22px-Flag_of_the_Netherlands.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/22px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/22px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/23px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/22px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/22px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/23px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/23px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/92/Flag_of_Belgium_%28civil%29.svg/22px-Flag_of_Belgium_%28civil%29.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/22px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/0/03/Flag_of_Italy.svg/22px-Flag_of_Italy.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/0/03/Flag_of_Italy.svg/22px-Flag_of_Italy.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/0/03/Flag_of_Italy.svg/22px-Flag_of_Italy.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/bc/Flag_of_Finland.svg/22px-Flag_of_Finland.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/b4/Flag_of_Turkey.svg/22px-Flag_of_Turkey.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/4/49/Flag_of_Ukraine.svg/22px-Flag_of_Ukraine.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/b9/Flag_of_Australia.svg/22px-Flag_of_Australia.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/9/9a/Flag_of_Spain.svg/22px-Flag_of_Spain.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/9/9a/Flag_of_Spain.svg/22px-Flag_of_Spain.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/9/9a/Flag_of_Spain.svg/22px-Flag_of_Spain.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/22px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_the_Soviet_Union.svg/22px-Flag_of_the_Soviet_Union.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/02/Russian_Olympic_Committee_flag.png/22px-Russian_Olympic_Committee_flag.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/22px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/0/03/Flag_of_Italy.svg/22px-Flag_of_Italy.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/f/f3/Flag_of_Russia.svg/22px-Flag_of_Russia.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/9/9e/Flag_of_Japan.svg/22px-Flag_of_Japan.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/ba/Flag_of_Germany.svg/22px-Flag_of_Germany.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/ba/Flag_of_Germany.svg/22px-Flag_of_Germany.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/ba/Flag_of_Germany.svg/22px-Flag_of_Germany.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/ba/Flag_of_Germany.svg/22px-Flag_of_Germany.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/ba/Flag_of_Germany.svg/22px-Flag_of_Germany.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/9/9e/Flag_of_Japan.svg/22px-Flag_of_Japan.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/0/03/Flag_of_Italy.svg/22px-Flag_of_Italy.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/4/49/Flag_of_Ukraine.svg/22px-Flag_of_Ukraine.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/bc/Flag_of_Finland.svg/22px-Flag_of_Finland.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/bc/Flag_of_Finland.svg/22px-Flag_of_Finland.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/22px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/22px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/ba/Flag_of_Germany.svg/22px-Flag_of_Germany.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/9f/Flag_of_Indonesia.svg/22px-Flag_of_Indonesia.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/9f/Flag_of_Indonesia.svg/22px-Flag_of_Indonesia.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/9/9f/Flag_of_Indonesia.svg/22px-Flag_of_Indonesia.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/9/9e/Flag_of_Japan.svg/22px-Flag_of_Japan.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/4/49/Flag_of_Ukraine.svg/22px-Flag_of_Ukraine.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fc/Flag_of_Mexico.svg/22px-Flag_of_Mexico.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/2/20/Flag_of_the_Netherlands.svg/22px-Flag_of_the_Netherlands.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/2/20/Flag_of_the_Netherlands.svg/22px-Flag_of_the_Netherlands.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/1/12/Flag_of_Poland.svg/22px-Flag_of_Poland.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/02/Russian_Olympic_Committee_flag.png/22px-Russian_Olympic_Committee_flag.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/f/f3/Flag_of_Russia.svg/22px-Flag_of_Russia.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/f/f3/Flag_of_Russia.svg/22px-Flag_of_Russia.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/4/4c/Flag_of_Sweden.svg/22px-Flag_of_Sweden.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/4/4c/Flag_of_Sweden.svg/22px-Flag_of_Sweden.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/14/Flag_of_Chinese_Taipei_for_Olympic_games.svg/22px-Flag_of_Chinese_Taipei_for_Olympic_games.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/14/Flag_of_Chinese_Taipei_for_Olympic_games.svg/22px-Flag_of_Chinese_Taipei_for_Olympic_games.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/14/Flag_of_Chinese_Taipei_for_Olympic_games.svg/22px-Flag_of_Chinese_Taipei_for_Olympic_games.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/14/Flag_of_Chinese_Taipei_for_Olympic_games.svg/22px-Flag_of_Chinese_Taipei_for_Olympic_games.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/14/Flag_of_Chinese_Taipei_for_Olympic_games.svg/22px-Flag_of_Chinese_Taipei_for_Olympic_games.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/14/Flag_of_Chinese_Taipei_for_Olympic_games.svg/22px-Flag_of_Chinese_Taipei_for_Olympic_games.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_the_Soviet_Union.svg/22px-Flag_of_the_Soviet_Union.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_the_Soviet_Union.svg/22px-Flag_of_the_Soviet_Union.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_the_Soviet_Union.svg/22px-Flag_of_the_Soviet_Union.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_the_Soviet_Union.svg/22px-Flag_of_the_Soviet_Union.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a7/Olympic_flag.svg/22px-Olympic_flag.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/ae/Flag_of_the_United_Kingdom.svg/22px-Flag_of_the_United_Kingdom.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/ae/Flag_of_the_United_Kingdom.svg/22px-Flag_of_the_United_Kingdom.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/ae/Flag_of_the_United_Kingdom.svg/22px-Flag_of_the_United_Kingdom.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/0/03/Flag_of_Italy.svg/22px-Flag_of_Italy.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fc/Flag_of_Mexico.svg/22px-Flag_of_Mexico.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/b9/Flag_of_Australia.svg/22px-Flag_of_Australia.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/b9/Flag_of_Australia.svg/22px-Flag_of_Australia.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/b9/Flag_of_Australia.svg/22px-Flag_of_Australia.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/b9/Flag_of_Australia.svg/22px-Flag_of_Australia.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fa/Flag_of_the_People%27s_Republic_of_China.svg/22px-Flag_of_the_People%27s_Republic_of_China.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a7/Olympic_flag.svg/22px-Olympic_flag.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a7/Olympic_flag.svg/22px-Olympic_flag.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/bc/Flag_of_Finland.svg/22px-Flag_of_Finland.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/bc/Flag_of_Finland.svg/22px-Flag_of_Finland.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/22px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/22px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/22px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/c/c3/Flag_of_France.svg/22px-Flag_of_France.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/ae/Flag_of_the_United_Kingdom.svg/22px-Flag_of_the_United_Kingdom.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/ba/Flag_of_Germany.svg/22px-Flag_of_Germany.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/0/03/Flag_of_Italy.svg/22px-Flag_of_Italy.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/0/03/Flag_of_Italy.svg/22px-Flag_of_Italy.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/9/9e/Flag_of_Japan.svg/22px-Flag_of_Japan.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/9/9e/Flag_of_Japan.svg/22px-Flag_of_Japan.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/9/9e/Flag_of_Japan.svg/22px-Flag_of_Japan.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/9/9e/Flag_of_Japan.svg/22px-Flag_of_Japan.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/9/9e/Flag_of_Japan.svg/22px-Flag_of_Japan.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/0/09/Flag_of_South_Korea.svg/22px-Flag_of_South_Korea.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/ae/Flag_of_the_United_Kingdom.svg/22px-Flag_of_the_United_Kingdom.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fc/Flag_of_Mexico.svg/22px-Flag_of_Mexico.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fc/Flag_of_Mexico.svg/22px-Flag_of_Mexico.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fc/Flag_of_Mexico.svg/22px-Flag_of_Mexico.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/fc/Flag_of_Mexico.svg/22px-Flag_of_Mexico.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/2/20/Flag_of_the_Netherlands.svg/22px-Flag_of_the_Netherlands.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/1/12/Flag_of_Poland.svg/22px-Flag_of_Poland.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/1/12/Flag_of_Poland.svg/22px-Flag_of_Poland.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/1/12/Flag_of_Poland.svg/22px-Flag_of_Poland.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/f/f3/Flag_of_Russia.svg/22px-Flag_of_Russia.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/14/Flag_of_Chinese_Taipei_for_Olympic_games.svg/22px-Flag_of_Chinese_Taipei_for_Olympic_games.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/14/Flag_of_Chinese_Taipei_for_Olympic_games.svg/22px-Flag_of_Chinese_Taipei_for_Olympic_games.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/14/Flag_of_Chinese_Taipei_for_Olympic_games.svg/22px-Flag_of_Chinese_Taipei_for_Olympic_games.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/14/Flag_of_Chinese_Taipei_for_Olympic_games.svg/22px-Flag_of_Chinese_Taipei_for_Olympic_games.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/14/Flag_of_Chinese_Taipei_for_Olympic_games.svg/22px-Flag_of_Chinese_Taipei_for_Olympic_games.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/14/Flag_of_Chinese_Taipei_for_Olympic_games.svg/22px-Flag_of_Chinese_Taipei_for_Olympic_games.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/b4/Flag_of_Turkey.svg/22px-Flag_of_Turkey.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/b4/Flag_of_Turkey.svg/22px-Flag_of_Turkey.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/4/49/Flag_of_Ukraine.svg/22px-Flag_of_Ukraine.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/4/49/Flag_of_Ukraine.svg/22px-Flag_of_Ukraine.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_the_Soviet_Union.svg/22px-Flag_of_the_Soviet_Union.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_the_Soviet_Union.svg/22px-Flag_of_the_Soviet_Union.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/a/a9/Flag_of_the_Soviet_Union.svg/22px-Flag_of_the_Soviet_Union.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/a/a4/Flag_of_the_United_States.svg/22px-Flag_of_the_United_States.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/4/4a/Commons-logo.svg/30px-Commons-logo.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/8/8e/Archery_pictogram.svg/40px-Archery_pictogram.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/1d/No_image.svg/40px-No_image.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/b/b1/Olympic_Rings.svg/32px-Olympic_Rings.svg.png",
"https://login.wikimedia.org/wiki/Special:CentralAutoLogin/start?type=1x1",
"https://en.wikipedia.org/static/images/footer/wikimedia-button.svg",
"https://en.wikipedia.org/static/images/footer/poweredby_mediawiki.svg"
] |
[] |
[] |
[
""
] | null |
[
"Contributors to Wikimedia projects"
] |
2006-08-23T19:32:19+00:00
|
en
|
/static/apple-touch/wikipedia.png
|
https://en.wikipedia.org/wiki/List_of_Olympic_medalists_in_archery
|
This is the complete list of Olympic medalists in archery.
Competition format:
FITA round (now known as '1440 Round') (1972–1988)
Olympic round (1992–)
Games Gold Silver Bronze 1972 Munich
details John Williams
United States Gunnar Jervill
Sweden Kyösti Laasonen
Finland 1976 Montreal
details Darrell Pace
United States Hiroshi Michinaga
Japan Giancarlo Ferrari
Italy 1980 Moscow
details Tomi Poikolainen
Finland Boris Isachenko
Soviet Union Giancarlo Ferrari
Italy 1984 Los Angeles
details Darrell Pace
United States Richard McKinney
United States Hiroshi Yamamoto
Japan 1988 Seoul
details Jay Barrs
United States Park Sung-soo
South Korea Vladimir Yesheyev
Soviet Union 1992 Barcelona
details Sébastien Flute
France Chung Jae-hun
South Korea Simon Terry
Great Britain 1996 Atlanta
details Justin Huish
United States Magnus Petersson
Sweden Oh Kyo-moon
South Korea 2000 Sydney
details Simon Fairweather
Australia Vic Wunderle
United States Wietse van Alten
Netherlands 2004 Athens
details Marco Galiazzo
Italy Hiroshi Yamamoto
Japan Tim Cuddihy
Australia 2008 Beijing
details Viktor Ruban
Ukraine Park Kyung-mo
South Korea Bair Badenov
Russia 2012 London
details Oh Jin-hyek
South Korea Takaharu Furukawa
Japan Dai Xiaoxiang
China 2016 Rio de Janeiro
details Ku Bon-chan
South Korea Jean-Charles Valladont
France Brady Ellison
United States 2020 Tokyo
details Mete Gazoz
Turkey Mauro Nespoli
Italy Takaharu Furukawa
Japan 2024 Paris
details Kim Woo-jin
South Korea Brady Ellison
United States Lee Woo-seok
South Korea
Games Gold Silver Bronze 1988 Seoul
details South Korea (KOR)
Chun In-soo
Lee Han-sup
Park Sung-soo United States (USA)
Jay Barrs
Richard McKinney
Darrell Pace Great Britain (GBR)
Steven Hallard
Richard Priestman
Leroy Watson 1992 Barcelona
details Spain (ESP)
Juan Holgado
Alfonso Menéndez
Antonio Vázquez Finland (FIN)
Ismo Falck
Jari Lipponen
Tomi Poikolainen Great Britain (GBR)
Steven Hallard
Richard Priestman
Simon Terry 1996 Atlanta
details United States (USA)
Justin Huish
Butch Johnson
Rod White South Korea (KOR)
Jang Yong-ho
Kim Bo-ram
Oh Kyo-moon Italy (ITA)
Matteo Bisiani
Michele Frangilli
Andrea Parenti 2000 Sydney
details South Korea (KOR)
Jang Yong-ho
Kim Chung-tae
Oh Kyo-moon Italy (ITA)
Matteo Bisiani
Ilario Di Buò
Michele Frangilli United States (USA)
Butch Johnson
Rod White
Vic Wunderle 2004 Athens
details South Korea (KOR)
Im Dong-hyun
Jang Yong-ho
Park Kyung-mo Chinese Taipei (TPE)
Chen Szu-yuan
Liu Ming-huang
Wang Cheng-pang Ukraine (UKR)
Dmytro Hrachov
Viktor Ruban
Oleksandr Serdyuk 2008 Beijing
details South Korea (KOR)
Im Dong-hyun
Lee Chang-hwan
Park Kyung-mo Italy (ITA)
Ilario Di Buò
Marco Galiazzo
Mauro Nespoli China (CHN)
Jiang Lin
Li Wenquan
Xue Haifeng 2012 London
details Italy (ITA)
Michele Frangilli
Marco Galiazzo
Mauro Nespoli United States (USA)
Brady Ellison
Jake Kaminski
Jacob Wukie South Korea (KOR)
Im Dong-hyun
Kim Bub-min
Oh Jin-hyek 2016 Rio de Janeiro
details South Korea (KOR)
Kim Woo-jin
Ku Bon-chan
Lee Seung-yun United States (USA)
Brady Ellison
Zach Garrett
Jake Kaminski Australia (AUS)
Alec Potts
Ryan Tyack
Taylor Worth 2020 Tokyo
details South Korea (KOR)
Kim Je-deok
Kim Woo-jin
Oh Jin-hyek Chinese Taipei (TPE)
Deng Yu-cheng
Tang Chih-chun
Wei Chun-heng Japan (JPN)
Takaharu Furukawa
Yuki Kawata
Hiroki Muto 2024 Paris[1]
details South Korea (KOR)
Kim Je-deok
Kim Woo-jin
Lee Woo-seok France (FRA)
Baptiste Addis
Thomas Chirault
Jean-Charles Valladont Turkey (TUR)
Mete Gazoz
Ulaş Tümer
Muhammed Yıldırmış
Games Gold Silver Bronze 1972 Munich
details Doreen Wilber
United States Irena Szydłowska
Poland Emma Gapchenko
Soviet Union 1976 Montreal
details Luann Ryon
United States Valentyna Kovpan
Soviet Union Zebiniso Rustamova
Soviet Union 1980 Moscow
details Keto Losaberidze
Soviet Union Natalya Butuzova
Soviet Union Päivi Meriluoto
Finland 1984 Los Angeles
details Seo Hyang-soon
South Korea Li Lingjuan
China Kim Jin-ho
South Korea 1988 Seoul
details Kim Soo-nyung
South Korea Wang Hee-kyung
South Korea Yun Young-sook
South Korea 1992 Barcelona
details Cho Youn-jeong
South Korea Kim Soo-nyung
South Korea Natalia Valeeva
Unified Team 1996 Atlanta
details Kim Kyung-wook
South Korea He Ying
China Olena Sadovnycha
Ukraine 2000 Sydney
details Yun Mi-jin
South Korea Kim Nam-soon
South Korea Kim Soo-nyung
South Korea 2004 Athens
details Park Sung-hyun
South Korea Lee Sung-jin
South Korea Alison Williamson
Great Britain 2008 Beijing
details Zhang Juanjuan
China Park Sung-hyun
South Korea Yun Ok-hee
South Korea 2012 London
details Ki Bo-bae
South Korea Aída Román
Mexico Mariana Avitia
Mexico 2016 Rio de Janeiro
details Chang Hye-jin
South Korea Lisa Unruh
Germany Ki Bo-bae
South Korea 2020 Tokyo
details An San
South Korea Elena Osipova
ROC Lucilla Boari
Italy 2024 Paris
details Lim Si-hyeon
South Korea Nam Su-hyeon
South Korea Lisa Barbelin
France
Games Gold Silver Bronze 1988 Seoul
details South Korea (KOR)
Kim Soo-nyung
Wang Hee-kyung
Yun Young-sook Indonesia (INA)
Lilies Handayani
Nurfitriyana Saiman
Kusuma Wardhani United States (USA)
Deborah Ochs
Denise Parker
Melanie Skillman 1992 Barcelona
details South Korea (KOR)
Cho Youn-jeong
Kim Soo-nyung
Lee Eun-kyung China (CHN)
Ma Xiangjun
Wang Hong
Wang Xiaozhu Unified Team (EUN)
Lyudmila Arzhanikova
Khatuna Kvrivichvili
Natalia Valeeva 1996 Atlanta
details South Korea (KOR)
Kim Jo-sun
Kim Kyung-wook
Yoon Hye-young Germany (GER)
Barbara Mensing
Cornelia Pfohl
Sandra Wagner-Sachse Poland (POL)
Iwona Dzięcioł
Katarzyna Klata
Joanna Nowicka 2000 Sydney
details South Korea (KOR)
Kim Nam-soon
Kim Soo-nyung
Yun Mi-jin Ukraine (UKR)
Nataliya Burdeyna
Olena Sadovnycha
Kateryna Serdyuk Germany (GER)
Barbara Mensing
Cornelia Pfohl
Sandra Wagner-Sachse 2004 Athens
details South Korea (KOR)
Lee Sung-jin
Park Sung-hyun
Yun Mi-jin China (CHN)
He Ying
Lin Sang
Zhang Juanjuan Chinese Taipei (TPE)
Chen Li-ju
Wu Hui-ju
Yuan Shu-chi 2008 Beijing
details South Korea (KOR)
Joo Hyun-jung
Park Sung-hyun
Yun Ok-hee China (CHN)
Chen Ling
Guo Dan
Zhang Juanjuan France (FRA)
Virginie Arnold
Sophie Dodemont
Bérengère Schuh 2012 London
details South Korea (KOR)
Choi Hyeon-ju
Ki Bo-bae
Lee Sung-jin China (CHN)
Cheng Ming
Fang Yuting
Xu Jing Japan (JPN)
Ren Hayakawa
Miki Kanie
Kaori Kawanaka 2016 Rio de Janeiro
details South Korea (KOR)
Chang Hye-jin
Choi Mi-sun
Ki Bo-bae Russia (RUS)
Tuyana Dashidorzhieva
Ksenia Perova
Inna Stepanova Chinese Taipei (TPE)
Lei Chien-ying
Lin Shih-chia
Tan Ya-ting 2020 Tokyo
details South Korea (KOR)
An San
Jang Min-hee
Kang Chae-young ROC
Svetlana Gomboeva
Elena Osipova
Ksenia Perova Germany (GER)
Michelle Kroppen
Charline Schwarz
Lisa Unruh 2024 Paris
details South Korea (KOR)
Jeon Hun-young
Lim Si-hyeon
Nam Su-hyeon China (CHN)
An Qixuan
Li Jiaman
Yang Xiaolei Mexico (MEX)
Ángela Ruiz
Alejandra Valencia
Ana Paula Vázquez
Games Gold Silver Bronze 2020 Tokyo
details South Korea (KOR)
Kim Je-deok
An San Netherlands (NED)
Steve Wijler
Gabriela Schloesser Mexico (MEX)
Luis Álvarez
Alejandra Valencia 2024 Paris
details South Korea (KOR)
Kim Woo-jin
Lim Si-hyeon Germany (GER)
Florian Unruh
Michelle Kroppen United States (USA)
Brady Ellison
Casey Kaufhold
Early Olympic archery competitions (1900–1920) included events unique for each Games.
Event Gold Silver Bronze Au cordon doré, 50 metres
details Henri Hérouin
France Hubert Van Innis
Belgium Émile Fisseux
France Au cordon doré, 33 metres
details Hubert Van Innis
Belgium Victor Thibaud
France Charles Frédéric Petit
France Au chapelet, 50 metres
details Eugène Mougin
France Henri Helle
France Émile Mercier
France Au chapelet, 33 metres
details Hubert Van Innis
Belgium Victor Thibaud
France Charles Frédéric Petit
France Championnat du Monde
details Henri Hérouin
France Hubert Van Innis
Belgium None awarded Sur la perche à la herse
details Emmanuel Foulon
Belgium Emile Druart
Belgium None awarded Auguste Serrurier
France Sur la perche à la pyramide
details Émile Grumiaux
France Auguste Serrurier
France Louis Glineur
Belgium
Event Gold Silver Bronze Double American round
details George Bryant
United States Robert Williams
United States William Thompson
United States Double York round
details George Bryant
United States Robert Williams
United States William Thompson
United States Team round
details United States (USA)
Potomac Archers
William Thompson
Robert Williams
Louis Maxson
Galen Spencer United States (USA)
Cincinnati Archers
Charles Woodruff
William Clark
Charles Hubbard
Samuel Duvall United States (USA)
Boston Archers
George Bryant
Wallace Bryant
Cyrus Edwin Dallin
Henry B. Richardson
Event Gold Silver Bronze Double Columbia round
details Matilda Howell
United States Emma Cooke
United States Jessie Pollock
United States Double national round
details Matilda Howell
United States Emma Cooke
United States Jessie Pollock
United States Team round
details United States (USA)
Matilda Howell
Jessie Pollock
Emily Woodruff
Leonie Taylor None awarded None awarded
Event Gold Silver Bronze Continental style
details Eugène Grisot
France Louis Vernet
France Gustave Cabaret
France Double York round
details William Dod
Great Britain Reginald Brooks-King
Great Britain Henry B. Richardson
United States
Event Gold Silver Bronze Double National round
details Queenie Newall
Great Britain Charlotte Dod
Great Britain Beatrice Hill-Lowe
Great Britain
Event Gold Silver Bronze Individual fixed large bird
details Edmond Cloetens
Belgium Louis Van de Perck
Belgium Firmin Flamand
Belgium Team fixed large bird
details Belgium (BEL)
Edmond Cloetens
Louis Van de Perck
Firmin Flamand
Edmond van Moer
Joseph Hermans
Auguste Van de Verre None awarded None awarded Individual fixed small bird
details Edmond van Moer
Belgium Louis Van de Perck
Belgium Joseph Hermans
Belgium Team fixed small bird
details Belgium (BEL)
Edmond Cloetens
Louis Van de Perck
Firmin Flamand
Edmond van Moer
Joseph Hermans
Auguste Van de Verre None awarded None awarded Individual moving bird, 28 m
details Hubert Van Innis
Belgium Léonce Quentin
France None awarded Team moving bird, 28 m
details Netherlands (NED)
Janus Theeuwes
Driekske van Bussel
Joep Packbiers
Janus van Merrienboer
Jo van Gastel
Theo Willems
Piet de Brouwer
Tiest van Gestel Belgium (BEL)
Hubert Van Innis
Alphonse Allaert
Edmond de Knibber
Louis Delcon
Jérome De Maeyer
Pierre van Thielt
Louis Fierens
Louis van Beeck France (FRA)
Julien Brulé
Léonce Quentin
Pascal Fauvel
Eugène Grisot
Eugène Richez
Artur Mabellon
Léon Epin
Paul Leroy Individual moving bird, 33 m
details Hubert Van Innis
Belgium Julien Brulé
France None awarded Team moving bird, 33 m
details Belgium (BEL)
Hubert Van Innis
Pierre van Thielt
Jérome De Maeyer
Alphonse Allaert
Edmond de Knibber
Louis Delcon
Louis van Beeck
Louis Fierens France (FRA)
Julien Brulé
Léonce Quentin
Pascal Fauvel
Eugène Grisot
Eugène Richez
Artur Mabellon
Léon Epin
Paul Leroy None awarded Individual moving bird, 50 m
details Julien Brulé
France Hubert Van Innis
Belgium None awarded Team moving bird, 50 m
details Belgium (BEL)
Hubert Van Innis
Pierre van Thielt
Jérome De Maeyer
Alphonse Allaert
Edmond de Knibber
Louis Delcon
Louis van Beeck
Louis Fierens France (FRA)
Julien Brulé
Léonce Quentin
Pascal Fauvel
Eugène Grisot
Eugène Richez
Artur Mabellon
Léon Epin
Paul Leroy None awarded
The following table shows the most successful athletes in Olympic archery since 1972 by medals won:
RankNationGoldSilverBronzeTotal1 Kim Woo-jin (KOR)50052 Kim Soo-nyung (KOR)41163 Park Sung-hyun (KOR)31044 Ki Bo-bae (KOR)30145 An San (KOR)3003 Lim Si-hyeon (KOR)3003 Kim Je-deok (KOR)3003 Yun Mi-jin (KOR)30039 Marco Galiazzo (ITA)2103 Park Kyung-mo (KOR)2103 Jang Yong-ho (KOR)2103 Lee Sung-jin (KOR)2103 Darrell Pace (USA)210314 Oh Jin-hyek (KOR)2013 Im Dong-hyun (KOR)201316 Kim Kyung-wook (KOR)2002 Chang Hye-jin (KOR)2002 Cho Youn-jeong (KOR)2002 Ku Bon-chan (KOR)2002 Justin Huish (USA)200221 Zhang Juanjuan (CHN)1203 Mauro Nespoli (ITA)120323 Michele Frangilli (ITA)1113 Oh Kyo-moon (KOR)111325 Tomi Poikolainen (FIN)1102 Kim Nam-soon (KOR)1102 Wang Hee-kyung (KOR)1102 Nam Su-hyeon (KOR)1102 Park Sung-soo (KOR)1102 Jay Barrs (USA)110231 Lee Woo-seok (KOR)1012 Yun Young-sook (KOR)1012 Yun Ok-hee (KOR)1012 Mete Gazoz (TUR)1012 Viktor Ruban (UKR)1012 Rod White (USA)1012 Butch Johnson (USA)101238 Simon Fairweather (AUS)1001 Antonio Vázquez (ESP)1001 Alfonso Menéndez (ESP)1001 Juan Holgado (ESP)1001 Sébastien Flute (FRA)1001 Choi Hyeon-ju (KOR)1001 Jang Min-hee (KOR)1001 Seo Hyang-soon (KOR)1001 Lee Chang-hwan (KOR)1001 Lee Han-sup (KOR)1001 Joo Hyun-jung (KOR)1001 Choi Mi-sun (KOR)1001 Jeon Hun-young (KOR)1001 Yoon Hye-young (KOR)1001 Chun In-soo (KOR)1001 Kang Chae-young (KOR)1001 Kim Jo-sun (KOR)1001 Lee Seung-yun (KOR)1001 Kim Chung-tae (KOR)1001 Lee Eun-kyung (KOR)1001 Keto Losaberidze (URS)1001 John Williams (USA)1001 Doreen Wilber (USA)1001 Luann Ryon (USA)100162 Brady Ellison (USA)032563 He Ying (CHN)0202 Elena Osipova (ROC)0202 Jean-Charles Valladont (FRA)0202 Ilario Di Buò (ITA)0202 Ksenia Perova (RUS)0202 Richard McKinney (USA)0202 Jake Kaminski (USA)020270 Takaharu Furukawa (JPN)012371 Cornelia Pfohl (GER)0112 Michelle Kroppen (GER)0112 Barbara Mensing (GER)0112 Sandra Wagner-Sachse (GER)0112 Lisa Unruh (GER)0112 Hiroshi Yamamoto (JPN)0112 Matteo Bisiani (ITA)0112 Olena Sadovnycha (UKR)0112 Vic Wunderle (USA)011280 Yang Xiaolei (CHN)0101 Li Jiaman (CHN)0101 Li Lingjuan (CHN)0101 Cheng Ming (CHN)0101 Chen Ling (CHN)0101 Wang Xiaozhu (CHN)0101 An Qixuan (CHN)0101 Ma Xiangjun (CHN)0101 Lin Sang (CHN)0101 Fang Yuting (CHN)0101 Chung Jae-hun (KOR)0101 Jari Lipponen (FIN)0101 Ismo Falck (FIN)0101 Baptiste Addis (FRA)0101 Thomas Chirault (FRA)0101 Florian Unruh (GER)0101 Guo Dan (CHN)0101 Nurfitriyana Saiman (INA)0101 Lilies Handayani (INA)0101 Kusuma Wardhani (INA)0101 Hiroshi Michinaga (JPN)0101 Kim Bo-ram (KOR)0101 Kateryna Serdyuk (UKR)0101 Aída Román (MEX)0101 Gabriela Schloesser (NED)0101 Steve Wijler (NED)0101 Irena Szydłowska (POL)0101 Svetlana Gomboeva (ROC)0101 Inna Stepanova (RUS)0101 Tuyana Dashidorzhieva (RUS)0101 Gunnar Jervill (SWE)0101 Magnus Petersson (SWE)0101 Deng Yu-cheng (TPE)0101 Wei Chun-heng (TPE)0101 Chen Szu-yuan (TPE)0101 Liu Ming-huang (TPE)0101 Wang Cheng-pang (TPE)0101 Tang Chih-chun (TPE)0101 Valentyna Kovpan (URS)0101 Natalya Butuzova (URS)0101 Nataliya Burdeyna (URS)0101 Boris Isachenko (URS)0101 Zach Garrett (USA)0101 Jacob Wukie (USA)0101 Wang Hong (CHN)0101 Xu Jing (CHN)0101126 Natalia Valeeva (EUN)0022 Richard Priestman (GBR)0022 Steven Hallard (GBR)0022 Simon Terry (GBR)0022 Giancarlo Ferrari (ITA)0022 Alejandra Valencia (MEX)0022132 Tim Cuddihy (AUS)0011 Ryan Tyack (AUS)0011 Taylor Worth (AUS)0011 Alec Potts (AUS)0011 Dai Xiaoxiang (CHN)0011 Li Wenquan (CHN)0011 Xue Haifeng (CHN)0011 Jiang Lin (CHN)0011 Khatuna Kvrivichvili (EUN)0011 Lyudmila Arzhanikova (EUN)0011 Kyösti Laasonen (FIN)0011 Päivi Meriluoto (FIN)0011 Sophie Dodemont (FRA)0011 Virginie Arnold (FRA)0011 Lisa Barbelin (FRA)0011 Bérengère Schuh (FRA)0011 Alison Williamson (GBR)0011 Charline Schwarz (GER)0011 Lucilla Boari (ITA)0011 Andrea Parenti (ITA)0011 Hiroki Muto (JPN)0011 Yuki Kawata (JPN)0011 Kaori Kawanaka (JPN)0011 Miki Kanie (JPN)0011 Ren Hayakawa (JPN)0011 Kim Bub-min (KOR)0011 Kim Jin-ho (KOR)0011 Leroy Watson (GBR)0011 Luis Álvarez (MEX)0011 Ángela Ruiz (MEX)0011 Ana Paula Vázquez (MEX)0011 Mariana Avitia (MEX)0011 Wietse van Alten (NED)0011 Joanna Nowicka (POL)0011 Katarzyna Klata (POL)0011 Iwona Dzięcioł (POL)0011 Bair Badenov (RUS)0011 Chen Li-ju (TPE)0011 Wu Hui-ju (TPE)0011 Lin Shih-chia (TPE)0011 Tan Ya-ting (TPE)0011 Yuan Shu-chi (TPE)0011 Lei Chien-ying (TPE)0011 Muhammed Yıldırmış (TUR)0011 Ulaş Tümer (TUR)0011 Dmytro Hrachov (UKR)0011 Oleksandr Serdyuk (UKR)0011 Zebiniso Rustamova (URS)0011 Emma Gapchenko (URS)0011 Vladimir Yesheyev (URS)0011 Casey Kaufhold (USA)0011 Melanie Skillman (USA)0011 Deborah Ochs (USA)0011 Denise Parker (USA)0011
|
||||
410
|
dbpedia
|
0
| 17
|
https://www.newsweek.com/mens-archery-team-led-brady-ellison-aim-something-never-done-before-1612703
|
en
|
Men's Archery Team, Led by Brady Ellison, Aim For Something Never Done Before
|
[
"https://g.newsweek.com/www/images/newsweek-desktop-tablet.svg",
"https://d.newsweek.com/en/full/1854097/brady-ellison.jpg?w=1200&f=79dcbeebab6d5f4b1ff3c3cb1221ef78",
"https://d.newsweek.com/en/full/2447124/heidi-heitkamp.png?w=80&h=80&f=4ba40b39b7a512e7d05b668bcee0cba8",
"https://d.newsweek.com/en/full/2355314/paul-du-quenoy.png?w=80&h=80&f=d6b690874d17425d8a345913992a041d",
"https://g.newsweek.com/www/images/newsletter-white.svg",
"https://d.newsweek.com/en/full/2280621/subscription-newsweek-premium.png",
"https://d.newsweek.com/en/full/2222596/subscription-digital.png",
"https://d.newsweek.com/en/full/2447241/map-shows-usa-2024-olympics-medal-winners.jpg",
"https://d.newsweek.com/en/full/2446609/donald-trumps-attacks-arent-working-what-will.png",
"https://d.newsweek.com/en/full/2447213/officer-killed-girlfriend-trial.png",
"https://d.newsweek.com/en/full/2447266/kamala-harris-best-nevada-poll-election-2024.jpg",
"https://g.newsweek.com/img/footer/NW-LOGO-001.svg",
"https://g.newsweek.com/img/footer/linkedin.svg",
"https://g.newsweek.com/img/footer/instagram.svg",
"https://g.newsweek.com/www/images/twitter-icon-white.svg",
"https://g.newsweek.com/img/footer/facebook.svg",
"https://d.newsweek.com/en/full/2443047/cover-august-16-23-2024.jpg?w=400&f=58a090a65411b186a00e386fe33eab38"
] |
[] |
[] |
[
""
] | null |
[
"Scott McDonald"
] |
2021-07-23T16:11:42-04:00
|
"We'll need a little luck, and just shoot the way we have been the last couple of years," Brady Ellison, the world's top archer, told Newsweek.
|
en
|
Newsweek
|
https://www.newsweek.com/mens-archery-team-led-brady-ellison-aim-something-never-done-before-1612703
|
One of the most epic, must-watch events at the 2016 Rio de Janeiro Summer Olympics was the men's recurve team finals in archery. The American team shot about as well as any team could shoot that day. The South Koreans were just a touch better.
Despite a performance America's Brady Ellison said was "darn good" that day, the South Koreans were near-prefect.
The American trio of Ellison, Jake Kiminski and Zach Garrett took home the team silver, which matched the U.S. team's accomplishment at the 2012 Games, where they fell to Italy in the gold medal round.
Now, going into the 2020 Tokyo Summer Olympics, the Americans are favored to make it back to the medal round. This time there won't be crowd noise in the background. Just the guys with their bows and arrows.
This year's team, comprised of Ellison, Jacob Wukie and Jack Williams, is the first group of Americans to each have shot a score of 680 during qualifying. They're not the only Olympic team to do it, though.
As Ellison told Newsweek, it will take some luck to go along with years of honing their craft and practicing their skills.
"I compare shooting archery to pro gambling," said Ellison, who won individual bronze in Rio and is currently the top-ranked archer in the world. "There's a lot of luck involved in what you're doing. In poker, you can have a great hand and lose. In archery, you can shoot good and still lose."
That's what happened in the 2016 team finals in Rio.
That's when Ellison was still playing through some nagging injuries. He had problems with his fingers and had knee surgery after those Games. That was before he and his wife, Slovenian archer Toja, had their first child. He's older, calmer and wiser now, and he's headed to his fourth Olympic Games.
"I think as you get older, you get more comfortable," said Ellison, who has a more laid-back demeanor than he did prior to Rio. "As you get older in life, you start focusing on the little stuff."
Ellison said he doesn't feel pressure, even as the No. 1 archer on the planet with a bullseye on his own back.
"I don't feel a lot of pressure," said Ellison, before he hopped on a jet and headed to Tokyo with the USA Archery team. "I think a lot of times how hard it is to stay at the top, no matter how talented you are. I think it's really hard to stay No. 1 in any sport for a long period of time."
The Americans are aiming for their first Olympic gold medal since 1996, when the team of Justin Huish, Richard Johnson and Rod White won the men's title at the Atlanta Games. Huish also won individual gold in Atlanta, which is also the last time an American won the Olympic individual gold medal.
This year's U.S. trio has a chance to win a team medal and two individual medals at the same Olympics, which has never been done by an American squad at any modern Olympic Games. Only once in history have two individuals medaled, which was at the 1984 Los Angeles Games when Darrell Pace (gold) and Richard McKinney (silver) did it. But there was no team medal.
That's also the only time two Americans won individual medals at the same Olympics.
This year's team feels they have the right ingredients to become that first team to bring home a heavier medal haul.
"I think we definitely ended up with a pretty strong and amazing team," Ellison said. "I feel that if we shoot like we did to get our spot, then we have a strong chance to win gold and a strong chance to win multiple individual medals.
"We'll need a little luck, and just shoot the way we have been the last couple of years."
Wukie was on the 2012 team that beat South Korea in the semifinals before falling to Italy. Williams, who's just 21, wasn't even shooting archery full-time yet in 2012. He received his first bow in 2013, but he quickly shot up the ranks to make the 2020 Olympic team.
Williams feels the Americans have a chance to not just win gold, but perhaps even sweep the individual awards.
"That's the goal, to win as many medals for Team USA," Williams said. "Our obvious goals are individual gold, silver and medal and a team gold. I think this is a team that can do that."
The men's team elimination round, quarterfinals and medal rounds will all be on Monday morning and afternoon (Japan time), which will be Sunday afternoon and evening in the United States.
|
|||||
410
|
dbpedia
|
3
| 15
|
https://www.nbcphiladelphia.com/paris-2024-summer-olympics/pregnant-olympians-push-boundaries-2024-paris-olympics/3934033/
|
en
|
Competing for two: Pregnant Olympians push the boundaries of possibility in Paris
|
[
"https://media.nbcphiladelphia.com/2024/04/WCAU-Dgtl-Oly-On-Dark-2.png?fit=525%2C120&quality=85&strip=all&w=175&h=40",
"https://media.nbcphiladelphia.com/2024/01/GettyImages-493053558-blue.jpg?quality=85&strip=all&fit=3000%2C1003&w=400&h=114&crop=1",
"https://media.nbcphiladelphia.com/2024/01/NBC_PARIS2024_RGB_FRAMELESS_1C_WHITE-1.png?fit=2000%2C2000&quality=85&strip=all",
"https://media.nbcphiladelphia.com/2023/12/web-231206-olympics-rings-paris.jpg?quality=85&strip=all&fit=3500%2C1968&w=130&h=73&crop=1 130w, https://media.nbcphiladelphia.com/2023/12/web-231206-olympics-rings-paris.jpg?quality=85&strip=all&fit=3500%2C1968&w=170&h=96&crop=1 170w, https://media.nbcphiladelphia.com/2023/12/web-231206-olympics-rings-paris.jpg?quality=85&strip=all&fit=3500%2C1968&w=210&h=118&crop=1 210w, https://media.nbcphiladelphia.com/2023/12/web-231206-olympics-rings-paris.jpg?quality=85&strip=all&fit=3500%2C1968&w=250&h=141&crop=1 250w, https://media.nbcphiladelphia.com/2023/12/web-231206-olympics-rings-paris.jpg?quality=85&strip=all&fit=3500%2C1968&w=290&h=163&crop=1 290w, https://media.nbcphiladelphia.com/2023/12/web-231206-olympics-rings-paris.jpg?quality=85&strip=all&fit=3500%2C1968&w=330&h=186&crop=1 330w",
"https://media.nbcphiladelphia.com/2023/11/GettyImages-683272720-e1700610736326.jpg?quality=85&strip=all&fit=5000%2C2475&w=130&h=73&crop=1 130w, https://media.nbcphiladelphia.com/2023/11/GettyImages-683272720-e1700610736326.jpg?quality=85&strip=all&fit=5000%2C2475&w=170&h=96&crop=1 170w, https://media.nbcphiladelphia.com/2023/11/GettyImages-683272720-e1700610736326.jpg?quality=85&strip=all&fit=5000%2C2475&w=210&h=118&crop=1 210w, https://media.nbcphiladelphia.com/2023/11/GettyImages-683272720-e1700610736326.jpg?quality=85&strip=all&fit=5000%2C2475&w=250&h=141&crop=1 250w, https://media.nbcphiladelphia.com/2023/11/GettyImages-683272720-e1700610736326.jpg?quality=85&strip=all&fit=5000%2C2475&w=290&h=163&crop=1 290w, https://media.nbcphiladelphia.com/2023/11/GettyImages-683272720-e1700610736326.jpg?quality=85&strip=all&fit=5000%2C2475&w=330&h=186&crop=1 330w",
"https://media.nbcphiladelphia.com/2023/12/231219-ledecky-biles-james-getty.png?fit=2250%2C1269&quality=85&strip=all&w=130&h=73&crop=1 130w, https://media.nbcphiladelphia.com/2023/12/231219-ledecky-biles-james-getty.png?fit=2250%2C1269&quality=85&strip=all&w=170&h=96&crop=1 170w, https://media.nbcphiladelphia.com/2023/12/231219-ledecky-biles-james-getty.png?fit=2250%2C1269&quality=85&strip=all&w=210&h=118&crop=1 210w, https://media.nbcphiladelphia.com/2023/12/231219-ledecky-biles-james-getty.png?fit=2250%2C1269&quality=85&strip=all&w=250&h=141&crop=1 250w, https://media.nbcphiladelphia.com/2023/12/231219-ledecky-biles-james-getty.png?fit=2250%2C1269&quality=85&strip=all&w=290&h=163&crop=1 290w, https://media.nbcphiladelphia.com/2023/12/231219-ledecky-biles-james-getty.png?fit=2250%2C1269&quality=85&strip=all&w=330&h=186&crop=1 330w",
"https://media.nbcphiladelphia.com/2024/08/GettyImages-2164096666.jpg?quality=85&strip=all&fit=6309%2C4206&w=130&h=73&crop=1 130w, https://media.nbcphiladelphia.com/2024/08/GettyImages-2164096666.jpg?quality=85&strip=all&fit=6309%2C4206&w=170&h=96&crop=1 170w, https://media.nbcphiladelphia.com/2024/08/GettyImages-2164096666.jpg?quality=85&strip=all&fit=6309%2C4206&w=210&h=118&crop=1 210w, https://media.nbcphiladelphia.com/2024/08/GettyImages-2164096666.jpg?quality=85&strip=all&fit=6309%2C4206&w=250&h=141&crop=1 250w, https://media.nbcphiladelphia.com/2024/08/GettyImages-2164096666.jpg?quality=85&strip=all&fit=6309%2C4206&w=290&h=163&crop=1 290w, https://media.nbcphiladelphia.com/2024/08/GettyImages-2164096666.jpg?quality=85&strip=all&fit=6309%2C4206&w=330&h=186&crop=1 330w",
"https://media.nbcphiladelphia.com/2019/09/rings-yt-thumb.png?fit=1280%2C720&quality=85&strip=all&w=130&h=73&crop=1 130w, https://media.nbcphiladelphia.com/2019/09/rings-yt-thumb.png?fit=1280%2C720&quality=85&strip=all&w=170&h=96&crop=1 170w, https://media.nbcphiladelphia.com/2019/09/rings-yt-thumb.png?fit=1280%2C720&quality=85&strip=all&w=210&h=118&crop=1 210w, https://media.nbcphiladelphia.com/2019/09/rings-yt-thumb.png?fit=1280%2C720&quality=85&strip=all&w=250&h=141&crop=1 250w, https://media.nbcphiladelphia.com/2019/09/rings-yt-thumb.png?fit=1280%2C720&quality=85&strip=all&w=290&h=163&crop=1 290w, https://media.nbcphiladelphia.com/2019/09/rings-yt-thumb.png?fit=1280%2C720&quality=85&strip=all&w=330&h=186&crop=1 330w",
"https://www.nbcphiladelphia.com/wp-content/themes/nbc-station/client/src/images/olympics-logos/olympics-paris-2024.png",
"https://media.nbcphiladelphia.com/2024/04/Philly-web@3x.png?fit=909%2C72&quality=85&strip=all",
"https://nbcu.tmsimg.com/assets/p27012584_b_h10_aa.jpg?w=960&h=540",
"https://media.nbcphiladelphia.com/2024/08/GettyImages-2163812885.jpg?quality=85&strip=all&resize=100%2C56",
"https://media.nbcphiladelphia.com/2024/08/philly-beer.jpg?quality=85&strip=all&resize=100%2C56",
"https://media.nbcphiladelphia.com/2024/08/stolen-plane-crashed.jpg?quality=85&strip=all&resize=100%2C56",
"https://media.nbcphiladelphia.com/2024/08/getty-usa-regan-smith-torri-huske-simone-biles.png?resize=100%2C56&quality=85&strip=all",
"https://media.nbcphiladelphia.com/2024/08/Gillians-Pier-Ocean-City.png?resize=100%2C56&quality=85&strip=all",
"https://media.nbcphiladelphia.com/2024/04/WCAU-Dgtl-Oly-On-Light-1.png?fit=525%2C120&quality=85&strip=all",
"https://sb.scorecardresearch.com/p?c1=2&c2=6035083&cv=2.0&cj=1",
"https://media.nbcphiladelphia.com/2024/04/WCAU-Dgtl-Oly-On-Light-1.png?fit=525%2C120&quality=85&strip=all"
] |
[
"https://art19.com/shows/7cc83890-38c0-4c79-ae42-a7031db03f57/embed?playlist_type=playlist"
] |
[] |
[
"2024 Paris Olympics"
] | null |
[
"Jocelyn Noveck | The Associated Press",
"Jocelyn Noveck",
"The Associated Press"
] |
2024-08-05T07:10:56
|
Pregnant Olympians are pushing boundaries at the 2024 Olympics in Paris by competing ever later into pregnancy.
|
en
|
NBC10 Philadelphia
|
https://www.nbcphiladelphia.com/paris-2024-summer-olympics/pregnant-olympians-push-boundaries-2024-paris-olympics/3934033/
|
Many Olympic athletes take to Instagram to share news of their exploits, trials, victories and heartbreaks. After her fencing event ended last week, Egypt’s Nada Hafez shared a little bit more.
She’d been fencing for two, the athlete revealed — and in fact had been pregnant for seven months.
“What appears to you as two players on the podium, they were actually three!” Hafez wrote, under an emotional picture of her during the match. “It was me, my competitor, & my yet-to-come to our world, little baby!” Mom (and baby) finished the competition ranked 16th, Hafez's best result in three Olympics.
A day later, an Azerbaijani archer was also revealed on Instagram to have competed while six-and-a-half months pregnant. Yaylagul Ramazanova told Xinhua News she'd felt her baby kick before she took a shot — and then shot a 10, the maximum number of points.
There have been pregnant Olympians and Paralympians before, though the phenomenon is rare for obvious reasons. Still, most stories have been of athletes competing when they’re far earlier in their pregnancies — or not even far enough along to know they were expecting.
Like U.S. beach volleyball star Kerri Walsh Jennings, who won her third gold medal while, unknowingly, five weeks pregnant with her third child.
“When I was throwing my body around fearlessly, and going for gold for our country, I was pregnant,” she said on “Today” after the London Games in 2012. She and husband Casey (also a beach volleyball player) had only started trying to conceive right before the Olympics, she said, figuring it would take time. But she felt different, and volleyball partner Misty May-Treanor said to her — presciently, it turned out — “You're probably pregnant.”
It makes sense that pregnant athletes are pushing boundaries now, one expert says, as both attitudes and knowledge develop about what women can do deep into pregnancy.
“This is something we’re seeing more and more of,” says Dr. Kathryn Ackerman, a sports medicine physician and co-chair of the U.S. Olympic and Paralympic Committee's women’s health task force, “as women are dispelling the myth that you can’t exercise at a high level when you’re pregnant.”
Ackerman notes there's been little data, and so past decisions on the matter have often been arbitrary. But, she says, “doctors now recommend that if an athlete is in good condition going into pregnancy, and there are no complications, then it's safe to work out, train, and compete at a very high level.” An exception, she says, might be something like ski racing, where the risk of a bad fall is great.
But in fencing, says the Boston-based Ackerman, there is clearly protective padding for athletes, and in less physically strenuous sports like archery or shooting, there's absolutely no reason a woman can't compete.
It’s not just an issue of physical fitness, of course. It is deeply emotional. Deciding whether and how to compete while trying to also grow a family is a thorny calculus that male athletes simply don’t have to consider — at least in anywhere near the same way.
Just ask Serena Williams, who famously won the Australian Open in 2017 while pregnant with her first child. When, some five years later, she wanted to try for a second, she stepped back from tennis — an excruciating decision.
“Believe me, I never wanted to have to choose between tennis and a family,” Williams — who won four Olympic golds — wrote in a Vogue essay. “I don’t think it’s fair. If I were a guy, I wouldn’t be writing this because I’d be out there playing and winning while my wife was doing the physical labor of expanding our family. Maybe I’d be more of a Tom Brady if I had that opportunity.”
Williams welcomed Adira River Ohanian in 2023, joining older sister Olympia. And Olympia was the name that U.S. softball player Michele Granger's mother reportedly suggested for the baby Granger was carrying when she pitched the gold-medal winning game in Atlanta in 1996. Her husband suggested the name Athena. Granger preferred neither.
“I didn't want to make that connection with her name,” said Granger to Gold Country Media in 2011. The baby was named Kady.
At the Paris fencing venue over the weekend, fans were mixed between admiration for the bravery and determination of Hafez, a 26-year-old former gymnast with a degree in medicine, and speculation about whether it was risky.
“There are certainly sports that are less violent,” said Pauline Dutertre, 29, sitting outside the elegant Grand Palais during a break in action alongside her father, Christian. Dutertre had competed herself on the international circuit in saber until 2013. “It is, after all, a combat sport.”
“In any case,” she noted, “it is courageous. Even without making it to the podium, what she did was brave.”
Marilyne Barbey, attending the fencing from Annecy in southeastern France with her family, wondered about safety too, but added: “You can fall anywhere, at any time. And, in the end, it is her choice.”
Ramazanova, who was visibly pregnant when competing, also earned admiration, including from her peers. She reached the final 32 in her event.
Casey Kaufhold, an American who earned bronze in the mixed team category, said it was “really cool” to see her Azerbaijani colleague achieving what she did.
“I think it’s awesome that we see more expecting mothers shooting in the Olympic Games and it’s great to have one in the sport of archery,” she said in comments to The Associated Press. “She shot really well, and I think it’s really cool because my coach is also a mother and she’s been doing so much to support her kids even while she’s away."
Kaufhold said she hoped Ramazanova's run would inspire more mothers and expectant mothers to compete. And she had a more personal thought for the mom-to-be:
“I think it’s awesome for this archer that one day, she can tell her kid, ‘Hey, I went to the Olympic Games and you were there, too.’”
___
Associated Press journalist Cliff Brunt contributed from Paris.
|
|||||
410
|
dbpedia
|
0
| 40
|
https://olympic.ca/sports/athletics/
|
en
|
Official Olympic Team Website
|
[
"https://olympic.ca/wp-content/themes/canadianolympiccommittee/assets/img/team-canada.svg",
"https://olympic.ca/wp-content/uploads/2020/10/19960719_046-e1651258899909.jpg?quality=100&w=1080",
"https://olympic.ca/wp-content/themes/canadianolympiccommittee/img/team-canada-icons/team-canada-profile-share-red.svg",
"https://olympic.ca/wp-content/themes/canadianolympiccommittee/img/team-canada-icons/team-canada-navigation-checkmark-red.svg",
"https://olympic.ca/wp-content/themes/canadianolympiccommittee/img/team-canada-icons/team-canada-profile-medalcount-gold.svg",
"https://olympic.ca/wp-content/themes/canadianolympiccommittee/img/team-canada-icons/team-canada-profile-medalcount-silver.svg",
"https://olympic.ca/wp-content/themes/canadianolympiccommittee/img/team-canada-icons/team-canada-profile-medalcount-bronze.svg",
"https://olympic.ca/wp-content/uploads/2011/08/COC-PICTOGRAMS-_SELECTED-ATHLETICS.png?w=158",
"https://olympic.ca/wp-content/uploads/2011/08/AC_LogoMain-RGB.jpg?quality=100&w=137",
"https://olympic.ca/wp-content/themes/canadianolympiccommittee/img/team-canada-icons/team-canada-social-encircled-facebook-black-40px.svg",
"https://olympic.ca/wp-content/themes/canadianolympiccommittee/img/team-canada-icons/twitter-x-logo-black-round.svg",
"https://olympic.ca/wp-content/themes/canadianolympiccommittee/img/team-canada-icons/team-canada-social-encircled-instagram-black-40px.svg",
"https://olympic.ca/wp-content/themes/canadianolympiccommittee/img/team-canada-icons/team-canada-social-encircled-linkedin-black-40px.svg",
"https://olympic.ca/wp-content/themes/canadianolympiccommittee/img/team-canada-icons/team-canada-social-encircled-website-black-40px.svg",
"https://olympic.ca/wp-content/uploads/2021/08/Team-Canada-Andre-De-Grasse-Tokyo-2020-3.jpg?quality=100&w=1131",
"https://olympic.ca/wp-content/uploads/2011/09/armstrong5.jpg?quality=100&w=947",
"https://olympic.ca/wp-content/uploads/2016/08/briannetheisen-eaton_heptathlon_jasonransomphoto-11.jpg?quality=100&w=1108",
"https://olympic.ca/wp-content/uploads/2021/08/Team-Canada-Damian-Warner-discus-Tokyo-2020.jpg?quality=100&w=1131",
"https://olympic.ca/wp-content/uploads/2016/08/derekdrouin_hj_final_jasonransomphoto-65.jpg?quality=100&w=1075",
"https://olympic.ca/wp-content/uploads/2017/04/860575.jpg?quality=100&w=595",
"https://olympic.ca/wp-content/uploads/2011/09/team-canada-bobbie-rosenfeld-e1551377804416.jpg?quality=100&w=1340",
"https://olympic.ca/wp-content/uploads/2024/08/P24_Preview-article_FEATURE-4-2.png?w=344",
"https://olympic.ca/wp-content/uploads/2024/08/EDIT_LRH_20240809_8070B-e1723247187109.jpg?quality=100&w=344",
"https://olympic.ca/wp-content/uploads/2024/08/mdb_20240809_509496_556a51-e1723244383678.jpg?quality=100&w=344",
"https://olympic.ca/wp-content/themes/canadianolympiccommittee/assets/img/athlete_placeholder.jpg",
"https://olympic.ca/wp-content/themes/canadianolympiccommittee/assets/img/athlete_placeholder.jpg",
"https://olympic.ca/wp-content/uploads/2016/07/Newman_Alysha_01.jpg?quality=100&w=350",
"https://olympic.ca/wp-content/themes/canadianolympiccommittee/img/team-canada-icons/team-canada-profile-trending-red.svg",
"https://olympic.ca/wp-content/uploads/2011/08/canoe-kayak-canada-new.png?w=198",
"https://olympic.ca/wp-content/uploads/2011/08/canoe-kayak-canada-new.png?w=198",
"https://olympic.ca/wp-content/uploads/2011/08/bobsleigh-canada.png?w=198"
] |
[] |
[] |
[
""
] | null |
[
"Tyler Costigan"
] |
2011-08-10T20:40:34+00:00
|
This page contains detailed information on the competition format and history of athletics (track and field) at the Olympic Games.
|
en
|
https://olympic.ca/wp-content/themes/canadianolympiccommittee/assets/favicons/favicon.ico
|
Team Canada - Official Olympic Team Website
|
https://olympic.ca/sports/athletics/
|
Sport Overview
Athletics at Paris 2024
Venues: Stade de France (track and field), Hôtel de Ville / Invalides (marathons), Pont d’Iéna (race walks)
Competition Dates: August 1-11 (Days 6-16)
Events: 48 (23 men, 23 women, 2 mixed)
The 48 athletics events are the most of any sport on the Olympic program. All are contested separately by men and women except where noted. The events can be divided into five groups:
* Track events (100m, 200m, 400m, 800m, 1500m, 5000m, 10,000m, 110m hurdles – men, 100m hurdles – women, 400m hurdles, 3000m steeplechase, 4x100m relay, 4x400m relay — men, women, mixed)
* Throwing events (shot put, discus, hammer, javelin)
* Jumping events (high jump, pole vault, long jump, triple jump)
* Combined events (decathlon – men, heptathlon – women)
* Road events (marathon, 20km race walk, race walk mixed team)
On the track, all events 1500m and shorter include three rounds of competition (round one, semifinals, final). The 5000m, steeplechase, and relays are two rounds (round one, final) while the 10,000m is a one-race final.
In the throwing events, only the best attempt is counted for each athlete. After three attempts in a qualification round, the top 12 advance to the final. Following their first three attempts in the final, the top eight athletes receive three more attempts to improve their placement.
In high jump and pole vault, athletes can enter the competition at any height and pass on any height, but three consecutive failures leads to elimination until one athlete remains. In long jump and triple jump, only the best attempt is counted for each athlete. After three attempts in a qualification round, the top 12 advance to the final. Following their first three attempts in the final, the top eight receive three more attempts to improve their placement.
In the combined events, athletes are awarded points which correlate to the times/measurements achieved in each event. The decathlon is 10 events (Day 1 — 100m, long jump, shot put, high jump, 400m; Day 2 — 110m hurdles, discus, pole vault, javelin, 1500m) while the heptathlon is seven events (Day 1 — 100m hurdles, high jump, shot put, 200m; Day 2 — long jump, javelin, 800m).
The road events are all mass starts. In the race walks, athletes must always have one foot in contact with the ground and completely straighten their leg on each stride. Three violations leads to disqualification.
Canada’s Olympic Athletics History (Pre-Paris 2024)
With 66 Olympic medals, Canada has won more medals in athletics than in any other sport. Canada won six athletics medals at Rio 2016 and Tokyo 2020, the country’s best total since the nine won at Los Angeles 1932.
At Tokyo 2020, Damian Warner became Canada’s first Olympic champion in the combined events. He led the decathlon from start to finish as he set the Olympic record in the event and became just the fourth man to ever break the 9000-point mark. It followed the bronze medal he had won at Rio 2016.
Andre De Grasse is the first Canadian man to win six Olympic medals, earning three each at Rio 2016 and Tokyo 2020. After winning silver in the 200m and bronze in the 100m and 4x100m relay in Rio, he captured 200m gold in Tokyo and was again on the podium in the 100m and 4x100m relay. Aaron Brown and Brendon Rodney were also part of both relay medals.
History was also made in Tokyo by Evan Dunfee and Mohammed Ahmed. With his bronze, Dunfee became Canada’s first Olympic medallist in the 50km race walk, while Ahmed’s 5000m silver made him Canada’s first Olympic medallist in a long distance track event.
At Rio 2016, Derek Drouin became Canada’s first Olympic champion in a field event since 1932, winning gold with a clean sheet, just the sixth high jumper to ever do so in Olympic history. It was Canada’s fourth ever men’s high jump medal, following Greg Joy’s silver at Montreal 1976, Duncan McNaughton’s gold at Los Angeles 1932, and Drouin’s own silver at London 2012, where he was part of a three-way tie. In Rio, Canada was also the only country to win medals in both combined events, as heptathlete Brianne Theisen-Eaton joined Warner as a bronze medallist.
There was a pair of bronze medals at Beijing 2008 as Priscilla Lopes-Schliep won Canada’s first Olympic medal on the track since Atlanta 1996, where Donovan Bailey became the “world’s fastest man” by winning the 100m gold in world record time and then anchored the 4x100m relay team to gold. Dylan Armstrong captured Canada’s first Olympic throwing medal since Stockholm 1912 when Duncan Gillis won hammer throw silver.
Until De Grasse’s success at Tokyo 2020, the most medals won by a single athlete had been the five bronzes that Phil Edwards earned in middle distance events from 1928 to 1936.
Amsterdam 1928 stands out as perhaps Canada’s greatest Olympic Games in athletics. Women competed in athletics for the first time, leading to the first female members of a summer Canadian Olympic Team. They won four medals, including gold in the high jump by Ethel Catherwood and the 4x100m relay. Percy Williams is the star of the sprints, becoming the only Canadian to achieve double gold in the 100m and 200m.
Canada’s first ever Olympic medals came in athletics thanks to George Orton, who won 2500m steeplechase gold and 400m hurdles bronze in the span of an hour at Paris 1900.
Olympic Athletics History
Athletics is one of the original Olympic sports, having been included at every Games since Athens 1896. Of the 23 men’s events on the program at Paris 2024, 22 of them have been consistently contested dating back to Antwerp 1920. The last addition was the 20km race walk at Melbourne 1956.
Women were first allowed to compete in Olympic athletics events at Amsterdam 1928. Starting with just five events at those Games, the competition was gradually expanded. By Rome 1960, women could compete in 10 events. At Los Angeles 1984, there were 17 events as women were finally permitted to run distances longer than 1500m and the marathon made its debut. It wasn’t until Beijing 2008 that the current 23 women’s events were fully established with the last addition, the 3000m steeplechase.
The most recent changes to the Olympic program were the addition of a mixed 4x400m relay at Tokyo 2020 and a swap in the race walk program for Paris 2024. The men’s 50km race walk, which was included from Los Angeles 1932 to Tokyo 2020, has been replaced by a mixed team race walk event.
|
||||
410
|
dbpedia
|
2
| 18
|
https://insidearchery.com/olympic-archer-butch-johnson-passes-at-age-68/
|
en
|
Olympic Archer Butch Johnson Passes at Age 68
|
[
"https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy.png 3967w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-300x58.png 300w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-1024x198.png 1024w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-768x148.png 768w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-1536x297.png 1536w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-2048x395.png 2048w",
"https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy.png 3967w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-300x58.png 300w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-1024x198.png 1024w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-768x148.png 768w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-1536x297.png 1536w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-2048x395.png 2048w",
"https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy.png",
"https://secure.gravatar.com/avatar/0c544ef05cf4febef397012c6edf5490?s=150&d=mm&r=g",
"https://insidearchery.com/wp-content/uploads/2024/05/USA-Archery-Logo.jpg 1003w, https://insidearchery.com/wp-content/uploads/2024/05/USA-Archery-Logo-300x300.jpg 300w, https://insidearchery.com/wp-content/uploads/2024/05/USA-Archery-Logo-290x290.jpg 290w, https://insidearchery.com/wp-content/uploads/2024/05/USA-Archery-Logo-768x768.jpg 768w, https://insidearchery.com/wp-content/uploads/2024/05/USA-Archery-Logo-120x120.jpg 120w",
"https://insidearchery.com/wp-content/plugins/load-low-source-image-first/img/s.png",
"https://insidearchery.com/wp-content/uploads/2023/12/720x144_HeadHunter_IA.jpg",
"https://insidearchery.com/wp-content/uploads/2024/05/USA-Archery-Logo.jpg 1003w, https://insidearchery.com/wp-content/uploads/2024/05/USA-Archery-Logo-300x300.jpg 300w, https://insidearchery.com/wp-content/uploads/2024/05/USA-Archery-Logo-290x290.jpg 290w, https://insidearchery.com/wp-content/uploads/2024/05/USA-Archery-Logo-768x768.jpg 768w, https://insidearchery.com/wp-content/uploads/2024/05/USA-Archery-Logo-120x120.jpg 120w",
"https://insidearchery.com/wp-content/plugins/load-low-source-image-first/img/s.png",
"https://insidearchery.com/wp-content/uploads/2016/05/Easton-Archery-1.jpg 850w, https://insidearchery.com/wp-content/uploads/2016/05/Easton-Archery-1-290x290.jpg 290w, https://insidearchery.com/wp-content/uploads/2016/05/Easton-Archery-1-300x300.jpg 300w, https://insidearchery.com/wp-content/uploads/2016/05/Easton-Archery-1-768x768.jpg 768w, https://insidearchery.com/wp-content/uploads/2016/05/Easton-Archery-1-50x50.jpg 50w",
"https://insidearchery.com/wp-content/uploads/2016/05/Easton-Archery-1.jpg",
"https://insidearchery.com/wp-content/uploads/2016/07/brady-ellison.jpg 648w, https://insidearchery.com/wp-content/uploads/2016/07/brady-ellison-300x200.jpg 300w",
"https://insidearchery.com/wp-content/plugins/load-low-source-image-first/img/s.png",
"https://insidearchery.com/wp-content/uploads/2015/11/USA-Archery.jpg 900w, https://insidearchery.com/wp-content/uploads/2015/11/USA-Archery-290x290.jpg 290w, https://insidearchery.com/wp-content/uploads/2015/11/USA-Archery-300x300.jpg 300w, https://insidearchery.com/wp-content/uploads/2015/11/USA-Archery-50x50.jpg 50w",
"https://insidearchery.com/wp-content/plugins/load-low-source-image-first/img/s.png",
"https://insidearchery.com/wp-content/uploads/2016/05/Screen-Shot-2016-05-17-at-8.06.34-AM.jpg 600w, https://insidearchery.com/wp-content/uploads/2016/05/Screen-Shot-2016-05-17-at-8.06.34-AM-290x290.jpg 290w, https://insidearchery.com/wp-content/uploads/2016/05/Screen-Shot-2016-05-17-at-8.06.34-AM-300x300.jpg 300w, https://insidearchery.com/wp-content/uploads/2016/05/Screen-Shot-2016-05-17-at-8.06.34-AM-50x50.jpg 50w",
"https://insidearchery.com/wp-content/plugins/load-low-source-image-first/img/s.png",
"https://secure.gravatar.com/avatar/0c544ef05cf4febef397012c6edf5490?s=300&d=mm&r=g 2x",
"https://insidearchery.com/wp-content/plugins/load-low-source-image-first/img/s.png",
"https://insidearchery.com/wp-content/uploads/2024/02/Inside-Archery-Alaskan-XT.png",
"https://insidearchery.com/wp-content/uploads/2024/02/BANNER-FEB-BCGC.png",
"https://insidearchery.com/wp-content/uploads/2024/02/PST-Inside-Archery-Banner.jpg",
"https://insidearchery.com/wp-content/uploads/2024/02/PST-Inside-Archery-Banner.jpg",
"https://insidearchery.com/wp-content/uploads/2024/02/Screen-Shot-2024-02-14-at-5.41.52-PM.png",
"https://insidearchery.com/wp-content/uploads/2024/01/MR-BANNER.png",
"https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy.png 3967w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-300x58.png 300w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-1024x198.png 1024w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-768x148.png 768w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-1536x297.png 1536w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-2048x395.png 2048w",
"https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy.png 3967w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-300x58.png 300w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-1024x198.png 1024w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-768x148.png 768w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-1536x297.png 1536w, https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy-2048x395.png 2048w",
"https://insidearchery.com/wp-content/uploads/2024/01/cropped-IA-AN-logos-grey-and-yellow-2-copy.png",
"https://c.statcounter.com/11225942/0/e4cdd97b/1/",
"https://insidearchery.com/wp-content/plugins/floating-social-media-icon/images/themes/12/facebook.png",
"https://insidearchery.com/wp-content/plugins/floating-social-media-icon/images/themes/12/facebook.png",
"https://insidearchery.com/wp-content/plugins/floating-social-media-icon/images/themes/12/instagram.png",
"https://insidearchery.com/wp-content/plugins/floating-social-media-icon/images/themes/12/instagram.png",
"https://insidearchery.com/wp-content/plugins/floating-social-media-icon/images/themes/12/twitter.png",
"https://insidearchery.com/wp-content/plugins/floating-social-media-icon/images/themes/12/twitter.png",
"https://insidearchery.com/wp-content/plugins/floating-social-media-icon/images/themes/12/youtube.png",
"https://insidearchery.com/wp-content/plugins/floating-social-media-icon/images/themes/12/youtube.png"
] |
[] |
[] |
[
""
] | null |
[] |
2024-05-31T06:21:00+00:00
|
Archery lost one of its true legends in the sudden passing of five-time Olympic archer and Atlanta 1996 team gold medalist Richard Andrew “Butch” Johnson.
|
en
|
https://insidearchery.com/wp-content/uploads/2014/07/favicon21.ico
|
Inside Archery Archery Newsfeed
|
https://insidearchery.com/olympic-archer-butch-johnson-passes-at-age-68/
|
Archery lost one of its true legends in the sudden passing of five-time Olympic archer and Atlanta 1996 team gold medalist Richard Andrew “Butch” Johnson. Johnson was 68 years old.
Johnson was born in Worcester, Massachusetts, in 1955. During his archery career Johnson competed in five consecutive Summer Olympic Games, beginning in Barcelona in 1992 until Beijing in 2008. During his archery career Johnson won Team Gold in the 1996 Atlanta Olympic Games and Bronze in the 2000 Sydney Olympic Games, in addition to Team Gold in the 1999 Winnipeg, Team Gold in the 2007 Rio de Janeiro, Individual 70-meter Silver in the Mar Del Plata and Individual Bronze in the 1995 Mar del Plata Pan American Games, and a 1999 Team Recurve Bronze in the 1999 World Championships.
His best individual finish was 11th place in 1996, when he also combined with Justin Huish and Rod White to deliver the USA’s only recurve men’s Olympic team gold medal to date. A converted compound archer, Johnson was known for his unorthodox and analytical approach to his equipment, and for anchoring the U.S. international team for more than two decades.
Tom Dielen, World Archery Secretary General, said “Butch was an icon in the sport, matching a unique technique approach with elite success and unrivalled longevity as the USA Archery’s most-capped Olympian.
“His impact went beyond the shooting line to the many archers he coached and mentored. My condolences go to his wife, Teresa, his family and the archery community in the USA.”
|
||||
410
|
dbpedia
|
0
| 6
|
https://www.worldarchery.sport/news/201045/professional-athletes-archery-olympics-1996-2020
|
en
|
Professional athletes: Archery at the Olympics from 1996 to 2020
|
[
"https://www.worldarchery.sport/themes/custom/wa_radix/images/logo-small.svg",
"https://www.worldarchery.sport/sites/default/files/styles/thumbnail/public/user/photo/john.jpg?itok=CvVlxsRx",
"https://www.worldarchery.sport/sites/default/files/styles/header_desktop/public/2023-01/92_HUISH-HEADER-%281996%29.jpg?itok=cCMUKaL1",
"https://www.worldarchery.sport/sites/default/files/styles/full_desktop/public/2023-01/93_ATLANTA_VENUE.jpg?itok=Q0SCgIzR",
"https://www.worldarchery.sport/sites/default/files/styles/full_desktop/public/2023-01/91_SIMON-FAIRWEATHER-%282000%29.jpg?itok=wBWo9881",
"https://www.worldarchery.sport/sites/default/files/styles/full_desktop/https/photos.smugmug.com/photos/i-pQVw4LK/0/O/i-pQVw4LK.jpg?itok=AyyWNlwQ",
"https://www.worldarchery.sport/sites/default/files/styles/full_desktop/https/photos.smugmug.com/photos/i-FFmkGXH/0/O/i-FFmkGXH.jpg?itok=LTVhyxAt",
"https://www.worldarchery.sport/sites/default/files/styles/full_desktop/https/photos.smugmug.com/photos/i-xGTRFf5/0/O/i-xGTRFf5.jpg?itok=E_wp6hSr",
"https://extranet.worldarchery.sport/ProfilePictures/?Id=762",
"https://extranet.worldarchery.sport/Flags/USA-M.png",
"https://extranet.worldarchery.sport/ProfilePictures/?Id=414",
"https://extranet.worldarchery.sport/Flags/AUS-M.png",
"https://extranet.worldarchery.sport/ProfilePictures/?Id=23235",
"https://extranet.worldarchery.sport/Flags/ITA-M.png",
"https://extranet.worldarchery.sport/ProfilePictures/?Id=1142",
"https://extranet.worldarchery.sport/Flags/CHN-M.png",
"https://extranet.worldarchery.sport/ProfilePictures/?Id=1018",
"https://extranet.worldarchery.sport/Flags/TUR-M.png",
"https://extranet.worldarchery.sport/ProfilePictures/?Id=13418",
"https://extranet.worldarchery.sport/Flags/TUR-M.png",
"https://extranet.worldarchery.sport/ProfilePictures/?Id=18618",
"https://extranet.worldarchery.sport/Flags/USA-M.png",
"https://extranet.worldarchery.sport/CompetitionLogos/?Id=14834",
"https://extranet.worldarchery.sport/Flags/USA-L.png",
"https://extranet.worldarchery.sport/CompetitionLogos/?Id=104",
"https://extranet.worldarchery.sport/Flags/AUS-L.png",
"https://extranet.worldarchery.sport/CompetitionLogos/?Id=195",
"https://extranet.worldarchery.sport/Flags/GRE-L.png",
"https://extranet.worldarchery.sport/CompetitionLogos/?Id=298",
"https://extranet.worldarchery.sport/Flags/CHN-L.png",
"https://extranet.worldarchery.sport/CompetitionLogos/?Id=446",
"https://extranet.worldarchery.sport/Flags/GBR-L.png",
"https://extranet.worldarchery.sport/CompetitionLogos/?Id=14870",
"https://extranet.worldarchery.sport/Flags/BRA-L.png",
"https://extranet.worldarchery.sport/CompetitionLogos/?Id=14904",
"https://extranet.worldarchery.sport/Flags/JPN-L.png",
"https://www.worldarchery.sport/sites/default/files/styles/teaser_1x/public/2022-09/MONTREAL76_VENUE.jpg?h=1d4b4ebd&itok=p8hIPXs7",
"https://www.worldarchery.sport/sites/default/files/styles/teaser_1x/public/2022-09/30_1972_OLY-CHAMPIONS.jpg?h=b89f0b02&itok=sYK_pC7l",
"https://www.worldarchery.sport/sites/default/files/styles/teaser_1x/public/2022-09/1972_HEADER.jpg?h=b89f0b02&itok=OMqLIvJs",
"https://www.worldarchery.sport/sites/default/files/styles/teaser_1x/public/2022-09/PHO10910048.retouche.jpg?h=1d4b4ebd&itok=k4YYjfC4",
"https://www.worldarchery.sport/sites/default/files/styles/teaser_1x/public/2022-09/Archers-shooting-at-the-1972-Olympics-%28IOC%29.jpg?h=1d4b4ebd&itok=K-ioGsAO",
"https://www.worldarchery.sport/sites/default/files/styles/teaser_1x/public/2022-09/1972_POSTER_SIGNED.jpg?h=b89f0b02&itok=XDo_bAKo",
"https://www.worldarchery.sport/sites/default/files/styles/large/public/2023-02/HYU_Logo_Horizontal_Blue_RGB_1.png?itok=bBi5YgkO",
"https://www.worldarchery.sport/sites/default/files/styles/large/public/2020-05/sportoto.png?itok=b24bR5S0",
"https://www.worldarchery.sport/sites/default/files/styles/large/public/2023-02/Errea_logo-orizzontale.png?itok=hvnThwpK",
"https://www.worldarchery.sport/sites/default/files/styles/large/public/2023-02/sponsor_turkish_airlines_web_1500px_2021.png?itok=M_VBob6S",
"https://www.worldarchery.sport/sites/default/files/styles/large/public/2023-02/SNG-2.png?itok=iyZn_eoS"
] |
[] |
[] |
[
"#Olympic50",
"Olympic Games",
"Archery history"
] | null |
[
"John Stanley"
] |
2023-01-17T12:23:28+00:00
|
The Olympics has grown exponentially over 25 years.
|
en
|
/themes/custom/wa_radix/favicon.ico
|
World Archery
|
https://www.worldarchery.sport/news/201045/professional-athletes-archery-olympics-1996-2020
|
Previous articles in this series have explored archery’s return to the Olympic Games in 1972 and its amateur era from 1976 to 1992.
In 1996, the Olympics returned to North America for the largest Games yet held. Archery, along with track cycling and tennis, was held in Stone Mountain Park, a picturesque site 15 miles outside the city of Atlanta.
The wider event is perhaps best known for garish commercialisation (which ultimately led to the strict branding rules still in place today), a few organising mishaps and a terrorist incident, rather than its legacy of sporting excellence.
But the archery competitions offered up one of the greatest surprises in Olympic history.
A qualification and quota system was used for the first time in Atlanta, with the number of archers set at 128 – 64 men and 64 women – where it has remained ever since. This made archery one of the first Olympic sports to achieve equal gender participation at the Games.
The qualifying round was shortened from 144 to 72 arrows – all shot at 70 metres. After qualification, the competition went to matchplay. Individual matches in the first three rounds were decided on total score over 18 arrows and quarterfinals on over 12 arrows.
Ukraine’s Lina Herasimenko and Italian man Michele Frangilli seeded first. Frangilli set a new Olympic record of 684 points and was widely regarded as the favourite. Herasimenko’s score of 673 astonishingly stood as an Olympic record for 25 years, until the Tokyo 2020 Olympic Games (held in 2021), when it was finally beaten by Korea’s eventual triple-gold-medallist An San.
One archer of whom little was expected was Justin Huish, who had scraped into the USA team as the third man. He was 19 years old, sporting earrings, a ponytail and wraparound shades under a reversed baseball cap. He looked more like a skateboarder than an archer.
Huish’s parents owned an archery shop but he hadn’t shown much interest in the sport, regarding it as “boring”, until he picked up a bow at age 14 and found he had a talent for it.
“[US coach] Lloyd Brown told me from one of the first few times I met him that I could make the Olympic team someday,” he said in 2021. “I just laughed at him.”
Coached by Brown, Huish entered the US trials for the 1992 Olympics but finished a long way off the pace.
“I just never put myself in that place, with Jay Barrs and Darrell Pace and all the greats. I just never thought I could ever beat them at that time,” he explained. “But in ’93, I started shooting the scores that those guys were shooting.”
In 1995, Huish moved to Chula Vista to practise full-time at the Olympic training centre, which had recently opened a residential programme for archers.
“I filled out an application form because I didn’t really know what I was doing with my life,” he said. “I knew I wanted to shoot, but I still didn’t really equate that the Olympics were attainable.”
Alongside fellow residential athletes Rod White and Butch Johnson, who all lived together in one room at some point, Huish buckled down and worked, winning the national championships in 1996. The three men would eventually comprise the US team for its home Games in Atlanta.
In the build-up to the Olympics, the brash Californian teenager caught the eye of the press and Huish even appeared on The Tonight Show with Jay Leno.
“The questions were about winning gold medals when I just didn’t want to lose that first match. Everything after that would just be gravy,” recalled Justin. “Making the Olympic team is one thing. But, you know, actually winning the stupid thing? I mean, no way!”
Despite a lack of any prior international success, the teenager seeded a strong ninth over the qualifying round at Stone Mountain. With domestic support behind him, Huish began to tear through the men’s field. In footage of the event, you can see him growing in confidence with each match, with each win, roared on by the home crowd.
“My mind was just saying: ‘Hey, I’m an Olympian. I’m just here for the experience.’ I think that definitely helped tone down any pressure that I was putting on myself because no matter what, I had already wildly exceeded my expectations. It just felt national,” he said.
Somehow, through a quirk of fate, Huish had been assigned the number one as his athlete identifier – out of all 10,300-plus at the Games.
“Everything that happened was just like it was meant to be. It felt like I could have shot my arrow behind the target, in the opposite direction, and it would have boomeranged around and still come and hit the 10-ring. Like I could do no wrong.”
Huish beat six opponents in a row, edging out top seed and favourite Frangilli in a quarterfinal double-shoot-off and then eventually defeating Sweden’s Magnus Petersson for gold.
His world suddenly exploded.
It was three in the morning before Justin had finished the round of media interviews and got to bed, despite having to wake up and shoot the men’s team eliminations at seven the next day. (In 1996, the men’s and women’s team finals were shot on the same day – the last day of competition.)
“I should probably have said, ‘no, I can’t do all these things’, but it was just a whirlwind. I didn’t know any better,” said Huish.
The US men’s team – Justin, Rod and Butch – rose to the challenge, even if Huish claims his teammates carried him, exhausted, through the first two matches. He found the energy to eventually face the Korean men in the gold medal match.
“When I needed to come through, I did,” said Huish.
The trio shot 251 points in all four rounds of matchplay – in the then-27-arrow matches – and eventually beat Korea by two, although there was some nerve-wracking measurement required in the final end.
The victory in Atlanta remains the US men’s only team gold at the Games to date, although they did also collect back-to-back silver medals in the event in 2012 and 2016. Huish became the first male archer to ever do the double – both individual and team gold at the same Games. It wouldn’t be matched until Ku Bonchan in 2016. And Huish still remains the only non-Korean archer to take more than one gold at a single Olympics.
Korea’s women were already firmly entrenched in Atlanta. Kim Kyung Wook won individual gold and the women delivered a then-third-consecutive steamroller performance in the team competition.
The media swarm around Huish didn’t stop for a long time.
“In the US, archery gets zero love,” he said. “They don’t report on other sports, it’s pretty much baseball, NBA and NFL and that’s it.”
“But because I had the ponytail, hat on backwards and was wearing sunglasses, and not your prototypical [archery] athlete, it crossed over quite a bit into the mainstream media. Normally, you might get a mention on, like, the fourth page of USA Today. I was front page and getting all the big interviews.”
“I got to ride with vice president Gore from the basketball game to the closing ceremony, go to do a lot of stuff that would usually be left for the guy who wins the 100-metre dash.”
Huish remained on the US team until 2000 when his career and life took a sharp turn. He withdrew from the Games in Sydney after being caught selling marijuana, eventually receiving a four-month prison sentence and a two-year ban from the sport.
Nearly 20 years later, Huish made a return to serious recurve archery, working his way around the US circuit and back up the rankings. To date, he’s not ruled out a run at a potential second Games.
“The Olympic rings… for a lot of people, you know, it’s the mountain top. For some people, they’ve been training since they were four years old, and that’s all they cared about all their life,” said Huish. “But there might be two different ways to get there. I kind of took the back roads, I guess.”
In many ways, Justin Huish personified the lucky amateur, showing up essentially out of nowhere and giving one of the most thrilling performances yet seen on the Olympic stage – and subsequently being thrust into an increasingly professional spotlight. After a century of strict amateurism at the Games, the job of an Olympic Champion, even an Olympian, extended far beyond the competition field.
The Games in Sydney are often held up as the model for a modern Olympics. Sports-mad Australia put on a spectacular show and wild success across the board re-invigorated a slightly stagnant Olympic movement, inspiring new bids from potential host cities the world over.
Most archers perform the best at their very first Olympics. (It’s true.)
When Simon Fairweather, of Strathalbyn in the Adelaide Hills, won the World Archery Championships in Poland in 1991, his future in the sport seemed assured. He was 22, already an Olympian and was sponsored as a full-time athlete. What followed were nine years of frustration and unfilled expectations, with Fairweather struggling to regain the form that booked him the world title. His performances in Barcelona and Atlanta had been anonymous. He almost quit the sport more than once.
By the time he got to Sydney, it was his fourth Games, he was already 31 years old – when most previous Olympic Champions had been sub-20 – but he’d spent two years training full-time under then-Australian-coach Kisik Lee, who was one of the first but definitely not the last Korean coaches to export their expertise.
Lee’s time as a national coach in Korea had brought 16 Olympic medals – eight of them gold – and he was convinced Fairweather still had what it took.
Simon’s day of destiny came on 20 August 2000. In the gusty winds of Homebush Bay, he equalled the Olympic record for the 18-arrow match in his first round.
“I don’t remember doing anything wrong. I was very disciplined in following my routine. I barely shot a bad arrow in all my matches,” he said in 2016.
“Finals are like a staring competition. That day I was the one who didn’t blink. It was a matter of staying with the routine and excluding thoughts of other things. It’s not a time for savouring the experience and looking at the spectacle that’s unfolding around you.”
“I just told myself to keep my mind on my job, my routine. After that would be time for thinking about what it still means.”
In the gold medal match against the USA’s Vic Wunderle, Fairweather nervelessly shot 10, 10, nine to set up a lead… and never looked back, winning resoundingly, 113-106. Simon would also shoot for Australia at his fifth Olympics, four years later, before retiring and going into business.
Wunderle, for his part, made two more top-eight appearances at the Games and still shoots today.
The archery competitions at the Athens 2004 Olympics were fraught with problems – which began years prior and continued until the very last moment. Even the night before the first scoring arrows, things looked uncertain. But the event was finally held in one of the greatest venues in the history of the Games: The Panathenaic Stadium, home of the ancient Olympics.
Credit for this goes to the late Beppe Cinnirella, who called securing the location one of his proudest achievements as World Archery secretary general.
At one point, the organisers threatened to hold the archery events on an airport runway. Beppe persuaded them to divert their car via the ancient stadium.
“We stopped and had a deep look. At the meeting, we proposed the Panathenaic and obviously the answer was, ‘no chance’,” he recalled in 2017. “Slowly we overcame all the obstacles and finally we got it approved. And I still think the choice of the Panathenaic, which was my idea, was one of the best things that happened to the sport, for FITA, for the future.”
The splendour of the archery competition against the gleaming white marble became one of the key visual images of that Games, which saw an unexpected victory for Italian man Marco Galiazzo and a silver for Japan’s Hiroshi Yamamoto, an astonishing 20 years after his bronze at Los Angeles 1984.
Park Sung-Hyun, widely regarded as one of the greatest archers of all time, won the women’s title as her Korean teammates – Lee Sung Jin and Yun Mi Jin (the returning winner from Sydney) – completed a sweep of the individual podium, and then took an(other) easy team title.
Not since Darrell Pace’s dominance of the men’s field in the late 1970s and early 1980s had there been such a head-and-shoulders favourite for back-to-back Olympic titles. (Pace ultimately won his two golds eight years apart with the US team’s boycott of the 1980 Olympics in Moscow.)
But Park, who became the first recurve archer to break 1400 points on the 1440 Round in 2005, was the favourite to repeat in 2008.
The Olympics were back in Asia. China was finally awarded the Games for the first time, starting an era of major multisport events in the country. Beijing built not one but two temporary archery arenas in a major new sports park, erected specially for the Olympics, with each staging eliminations concurrently.
The effort was well rewarded.
In 2008, Korea’s women had won six straight individual titles at the Olympics. China’s Zhang Juan Juan was in no mood to allow that dominance to continue.
“I felt really pumped up when I was up against the Korean archers,” said Zhang at the time. “I had put in a lot of effort to compete with them. Even if I were to lose, I wanted to intimidate them with my performance.”
Zhang seeded just 27th but proceeded to scythe through the women’s field – including all three Koreans.
She beat Joo Hyun-Jung by five, 106-101, in the quarterfinals. (Incidentally, this was the first Olympics at which every match was decided over 12 arrows, rather than the 18 for the early phases as had been used previously.)
Then fell Yun Ok Hee, one of the most successful internationals of the late noughties, 115-109.
Park, the favourite, had shot that score – a new Olympic record – just a few rounds earlier. She was into the final, her second consecutive at the Olympics, too. But the outcome in the rain-soaked arena was no longer certain.
The Chinese archer shot a seven in the first end. But at the end of the third, Juan Juan was a point up. A nine with her last arrow sealed victory.
As with Fairweather’s win in 2000, Zhang credited her success to laser-like focus.
“I had found this incredible level of concentration and was just totally immersed in my own mind. Sometimes I couldn’t tell if the match was actually finished, because I was totally focused on my game,” she said. “I knew my opponents were very strong, but I was totally confident that I could do better than them. I did not realise until much later what I had actually achieved.”
Zhang remains the only non-Korean archer to win the women’s title at the Olympic Games since the nation’s competitive emergence in 1984.
Professionalism had begun to change the sport outside of the Olympics. Between Athens and Beijing, the Archery World Cup was launched. The elite competition circuit provided a regular competition outlet for athletes outside of major multisport events and world championships. Commercial and broadcast opportunities were starting to emerge.
London was the first city to host the Olympic Games three times.
Lord’s Cricket Ground morphed from the sacred ‘Home of Cricket’ to the ‘Home of Archery’ for a few weeks in the summer of 2012. It was the first time that the Olympic archery events would be held in another existing sporting venue.
Archers shot from just in front of the old pavilion, over the hallowed turf, towards the iconic modern media centre.
With huge temporary stands erected on the outfield of the cricket pitch, the 6500-capacity arena was a sell-out. (Spectators even turned up to watch the closed-doors qualifying rounds having fallen victim to a ticketing scam.) The stadium was packed to the rafters and the atmosphere was electric.
London saw the introduction of the set system for individual matchplay. (The team competitions remained on cumulative score.) Another change was the scheduling of both men’s and women’s early-round eliminations in the same session, streamlining the schedule and defining clear finals days – a move that will remain in place until at least Paris 2024 and probably beyond.
Korea won three of the four available medals – but the country’s men were relegated to bronze as Italy beat the USA in perhaps the most exciting Olympic team final ever witnessed.
Aida Roman and Mariana Avitia put Mexico on the archery map, taking women’s individual silver and bronze, setting the stage for the country’s ongoing competitive rise. It was the fruit of an extraordinarily successful elite programme.
Ahead of them on the results sheet was only Ki Bo Bae, who enjoyed wild popularity following the win.
She was the seventh Korean woman to be named Olympic Champion. For all the female squad’s dominance, prior to 2012, the Korean men had never crested the mountain, taking silver medals three times (in 1988, 1992 and 2008) and bronze once. But on the final day of the Games, 13-year international veteran Oh Jin Hyek achieved what none before could.
He dropped Ukraine’s defending champion Viktor Ruban in the quarterfinals, survived Dai Xiaoxiang of China in a semifinal shoot-off and then beat Japan’s Takaharu Furukawa to gold.
The success of the Olympics in London was followed by a financially-troubled Games in Rio de Janeiro. The first Olympics in South America were awarded in a period of plenty for Brazil – but by the time they took place in 2016, the landscape was vastly different.
Archery took place in one of the city’s most iconic thoroughfares, the Sambodromo, brought to life once a year for the world-famous Carnival.
Unlike the Olympic Park, which was in a suburban neighbourhood in the west, the venue was sandwiched between favelas in the city’s downtown. It was, however, perhaps the most atmospheric venue of all, with a backdrop of the Corcovado mountain and the statue of Christ the Redeemer. Across seven days of competition in wildly variable weather, the unique spot left an impression.
It was hoped to introduce the mixed team in Rio – but challenges ahead of the Games prevented it.
The competition followed the same format as London but finally brought the set system to the team events. It was also the first Olympics to utilise electronic scoring, made possible by huge laser frames erected around the targets, the first iteration of automatic arrow spotting that was implemented at World Archery events.
Korea – for the first (and to date only) time – took every available gold medal.
It was the apotheosis of a system funded to produce Olympic results, even if neither of the individual winners, Chang Hye Jin and Ku Bonchan, went into the competition as favourites. And even if neither is still considered among the pantheon of true greats.
It felt almost as if a bubble had burst.
Sure, archery was professional. But Korea was the most professional. At an Olympic Games in which the village, where athletes were living, was at least a 45-minute drive away, the team had installed a secret rest facility close to the venue.
A squad so clearly better organised, better funded and better backed had arrived… surveyed… and conquered.
Before 1992, archery was at risk of Olympic exclusion, its competition format in dire need of evolution to maintain relevance in a rapidly-evolving and television-first environment.
By 2012, the head-to-head format, a preference for iconic venues, the launch of the Archery World Cup and, finally, the set system, had earnt the sport serious respect. After London, archery’s financial status was upgraded – meaning it would receive a larger share of revenues from the Olympics. The trend continued through Rio. Media numbers and interest figures were higher than other ‘better-known’ Olympic sports.
With the mixed team finally added for Tokyo, optimism was high for Tokyo. It would be the fourth Games in Japan (including two in the winter) but the fourth to include archery.
In Yumenoshima Park – dream island park – on the edge of the water in the large bay, perched on a reclaimed landfill, a permanent archery range was erected. Nextdoor, a spectacular temporary finals arena was built with capacity for more than 5600 people. It had a design that looked, from the outfield, almost like a classical piece of Japanese architecture.
It might have been the best Olympic finals field ever constructed – but would sadly never see a paying customer. Only a handful of teammates, coaches and press would ever sit in its acreage of seats. At full capacity, you could only imagine what a theatre it would have been.
Of course, no one could have predicted what would happen in 2020.
The Olympic Games were finally held in 2021 after an unprecedented postponement and with Japan still not recovered from the swirling pandemic that upended the entire world. For the first time in Olympic history, the Games were held behind closed doors, with the venues open to television cameras and journalists – but not an audience.
Such decisions remain controversial – but not as difficult as the decision to have them go ahead. The extraordinary protective system, staffed by countless volunteers and professionals, isolated Olympic visitors and (largely very successfully) prevented any further outbreaks. For a lot of the sporting contingent, getting Tokyo over and done with was simply an immense relief.
But in the reality of the arena, despite the protocols, despite the empty seats and despite the delay, the atmosphere was… Olympic.
A record five archery medals were awarded over a record eight days.
In the intense Japanese heat, An San took a record three of those, winning first mixed team, then team and, finally, individual gold. The unprecedented haul for a single archer at a single Games propelled her into joint-fourth in the all-time Olympic medal table and made her an overnight sensation in Korea.
Tokyo also brought a first-ever archery medal for Turkey as Mete Gazoz leapt in celebration after becoming Olympic Champion.
His reaction, seconds after loosing the last arrow of his final against Mauro Nespoli, was the perfect release after an intense competition, featuring some of the closest-fought battles in Olympic history, made all the more poignant by the delays and uncertainty of the previous year-and-a-half. (And seen, on screen, as the first Games to feature on-screen heartrate figures during shooting, visualising the immense pressure on the athletes’ shoulders.)
“We’ve waited 100 years for this,” said Turkish head coach Goktug Ergin after the final.
“After 2016, after Rio, I promised myself I would be Olympic Champion next time in Tokyo,” said Gazoz, a full-time professional archer since his early teens. “I worked really hard, I did all the things necessary to be here, to be on top of the podium, and I’m really happy to be able to win this medal.”
The future of Olympic archery is bright.
The competition will be held at Invalides in Paris in 2024 – right in the centre of the city – and World Archery has proposed compound’s inclusion at LA28. If the latter is approved, a brand-new chapter will begin.
Much has changed since archery returned to the programme of the Olympic Games in 1972.
Then, the format was geared towards the history of the sport, now it balances competitive results with spectator enjoyment. Then, archery was an outsider, now it is core to the Olympics. Then, the athletes were amateurs, now they are professionals.
But at least one thing remains.
“The Olympics is a dream,” said John Williams, who won the men’s event in 1972. “And I was able to fulfil that dream.”
|
||||
410
|
dbpedia
|
0
| 95
|
https://archerylessons.info/blog/archery-at-the-olympics-full-review-from-then-to-now/
|
en
|
Archery At The Olympics: Full Review From Then To Now
|
[
"https://archerylessons.info/blog/wp-content/themes/shareblock/img/logo_n.png",
"https://archerylessons.info/blog/wp-content/themes/shareblock/img/logo_w.png",
"https://archerylessons.info/blog/wp-content/themes/shareblock/img/logo_n.png",
"https://archerylessons.info/blog/wp-content/themes/shareblock/img/logo_w.png",
"https://archerylessons.info/blog/wp-content/themes/shareblock/img/logo_n.png",
"https://archerylessons.info/blog/wp-content/themes/shareblock/img/logo_w.png",
"https://archerylessons.info/blog/wp-content/uploads/2021/11/man-20x13.webp",
"https://archerylessons.info/blog/wp-content/uploads/2022/06/image0-300x300.webp",
"https://archerylessons.info/wp-content/uploads/2021/11/unnamed.jpg",
"https://archerylessons.info/wp-content/uploads/2021/11/unnamed-1.jpg",
"https://archerylessons.info/wp-content/uploads/2021/11/unnamed-2.jpg",
"https://archerylessons.info/wp-content/uploads/2021/11/unnamed-3.jpg",
"https://archerylessons.info/wp-content/uploads/2021/11/unnamed-4.jpg",
"https://archerylessons.info/wp-content/uploads/2021/11/unnamed-5.jpg",
"https://archerylessons.info/wp-content/uploads/2021/11/unnamed-6.jpg",
"https://archerylessons.info/wp-content/uploads/2021/11/unnamed-7.jpg",
"https://archerylessons.info/wp-content/uploads/2021/11/unnamed-8.jpg",
"https://archerylessons.info/wp-content/uploads/2021/11/unnamed-9.jpg",
"https://archerylessons.info/blog/wp-content/uploads/2021/10/image_2021_12_23T10_25_45_085Z-150x150.jpg",
"https://archerylessons.info/blog/wp-content/uploads/2021/12/kids-150x150.png",
"https://archerylessons.info/blog/wp-content/uploads/2022/06/image0-300x300.webp",
"https://archerylessons.info/blog/wp-content/uploads/2022/03/1_image-20x14.webp",
"https://archerylessons.info/blog/wp-content/uploads/2022/11/main-20x14.jpg",
"https://archerylessons.info/blog/wp-content/uploads/2022/09/image3-20x14.jpg",
"https://archerylessons.info/blog/wp-content/uploads/2022/03/1_image-20x20.webp",
"https://archerylessons.info/blog/wp-content/uploads/2022/11/main-20x20.jpg",
"https://archerylessons.info/blog/wp-content/uploads/2022/09/image3-20x20.jpg",
"https://archerylessons.info/blog/wp-content/plugins/acurax-social-media-widget/images/themes/30/facebook.png",
"https://archerylessons.info/blog/wp-content/plugins/acurax-social-media-widget/images/themes/30/youtube.png",
"https://archerylessons.info/blog/wp-content/plugins/acurax-social-media-widget/images/themes/30/instagram.png",
"https://archerylessons.info/wp-content/uploads/2021/04/Фон.png",
"https://archerylessons.info/blog/wp-content/uploads/2022/06/image1-1.jpg",
"https://googleads.g.doubleclick.net/pagead/viewthroughconversion/807994667/?guid=ON&script=0"
] |
[] |
[] |
[
""
] | null |
[
"Mimi Landstrom"
] |
2021-11-18T08:16:30+00:00
|
In this article, you will be able to learn about: The history of archery at the Olympic Games Why archery was removed from the Olympic programme The age limit for archery at the Olympic Games Oldest and youngest archers The most successful nation in archery Top medalling countries and individuals How archery works at the Olympic Games How a nation qualifies for the Olympic Games How to qualify to shoot at the Olympic Games in USA How successful USA have been at Olympic Games How you can get started in archery History of archery at the Olympic Games Archery is
|
en
|
Blog
|
https://archerylessons.info/blog/archery-at-the-olympics-full-review-from-then-to-now/
|
The sport disappeared from the agenda after the 1908 London Olympic Games. There were fifty-seven archers from three nations that participated in archery at these Games. In 1920, in Belgium, thirty archers from three nations participated in archery in the Games.
Archery disappeared again from the programme until 1972, when FITA (now known as World Archery) requested the International Olympic Committee (IOC) reintroduced archery into the Olympic Games’ agenda.
The round shot at this Olympic Games was a FITA round. It consisted of 36 arrows shot at 90, 70, 50 and 30 metres for men and 70, 60, 50 and 30 metres for women. Much like today, the two furthest distances for both men and women were shot on a 122-centimetre target face and the two closest distances on an 80-centimetre target face. To be crowned Olympic Champion, the archers participated in a double FITA round and their cumulative score for both rounds.
Since then, the International Olympic Committee has accepted archery as a core Olympic sport, meaning it is always on the Summer Programme. There are currently 32 of these core sports.
Flash forward to the Tokyo 2020 Olympic Games, the most technologically advanced archery Olympic competition. During the Games, heartbeat monitoring was used to give even more statistics to the viewers.
The archers’ heart rates were monitored using cameras. The data was relayed to the production team who then produced the graphics for onscreen heart monitoring.
Along with that, a system called RyngDyng, developed by Archery Analytics, was used to measure arrow hits with remote cameras. These cameras sent a live result to the in-venue scoreboards, with graphics displayed on television broadcasts.
Archery has not always been in the Summer Olympic programme. But why?
When archery was first competed in at the Olympic Games, the home nation would create the rules and regulations that were followed in competition. This was allowed at the time as there weren’t any standardized competition rules as World Archery did not exist at this point.
When a sport has inconsistent rules every four years, it makes it very hard to be able to train and prepare for the competition. Going into a competition that favours certain people does not sound all that fun. So going into an Olympic Games that is favoured towards the home nation, really did not entice other countries and their athletes.
This is why the IOC did not keep archery in the summer programme and it was removed from the Olympic Games.
However, when World Archery (previously known as FITA) was created in 1931, this allowed for universal rules and regulations to be brought into place. The original members of World Archery were Italy, France, Poland, Sweden, Hungary, Czechoslovakia, and the United States.
The creation of World Archery/FITA meant that archery competitions had rules and the IOC could see reasoning for allowing archery to be in the Olympic Games again. So, after 52 years, archery returned to the Olympic Games in 1972.
2016 Rio Olympic Games saw Ricardo Soto competing at the age of 16. He was the youngest archer to compete at those Games. In the 2020 Olympic Games in Tokyo (held in 2021), there was a broad age range. Korean archer Kim Je Deok, who ranked first in qualification, was just 17 years old.
The average age of an archery Olympic medallist is 25 years old. Since 1984, all individual gold medallists have been 31 years old and younger. That’s not to say that over 31 year olds do not medal, statistics just say that they are more likely to medal in the team round than individually.
Butch Johnson was 41 years old when he made his Olympic debut. He won gold in the men’s team event in 1996. Then went on to win bronze in the team in 2000 at age 45 and also made the team in 2008 at the age of 53.
So, what are you waiting for? You could be the next Olympic archery Champion! Get in touch with ArcheryUp and start your journey in archery today!
Archery is practiced in primary school for about two hours a day as part of the curriculum. Through school, the children will work closely with coaches to progress through high school and college. This is how there is such a deep pool of elite archers within South Korea. After high school and college, they will look to being professional archers and shooting for teams, to then make the international team.
Once they make the elite level, archers will be training for about 10 hours a day. Shooting 2500-plus arrows in a week. There is a lot of mental prep that goes into training as well, so that is on top of the physical archery training and gym work that is required.
During the South Korean trials for the Tokyo Olympics, the National Governing Body for Korean archery (Korea Archery Association (KAA)), built a replica of the Olympic venue, Yumenoshima Park Archery Field. They even found somewhere that would have similar wind conditions to Yumenoshima Park.
While the team were preparing for the Games, they would train on the purpose-built venue so they could practice and train in the Olympic-like environment. This helped a lot when the team got to the venue as they knew what to expect to a better degree than other nations.
If an archer is part of a qualified team for the Olympic Games, their score and ranking will affect their nation’s team and mixed team seeding for elimination matches. Teams are ranked on all three archers scores from the ranking round. There is a maximum of 2160 points available for the team ranking round (3 times 720). Mixed teams are made up of the highest man and highest woman’s ranking from one nation. The maximum points available for a mixed team is 1440 (2 times 720).
Once the ranking round is completed and the elimination seedings have been produced, match play takes place. Elimination seedings work with highest ranked against lowest and continue down. For example
– #1 seed v #64 seed
– #2 seed v #63 seed
– #3 seed v #62 seed
And so on until the Olympic Champion is crowned.
The 2020 Olympic Games took place over a full week. The week started with qualification on Friday 23 July, followed by mixed team finals on Saturday, women’s team finals on Sunday and men’s team finals on Monday. Tuesday through until Thursday were the individual elimination matches.
Elimination matches for individuals consist of each archer shooting three arrows to make a set. Each set won gives two points, a drawn set is one point, and a lost set is no points. The archer that gets to six points, wins. When an archer wins a match, they progress through to the next stage of elimination matches and meet their next opponent for the next match.
Each Olympic Games sport has a limited number of athletes that can qualify to compete. Archery has 128 spots available, 64 men and 64 women. In order to qualify for quota spots, nations must compete in specific qualification international events.
The qualification period can run from about two years prior through to just a few weeks prior to the Olympic Games. The 2020 Tokyo Olympic Games were the first Games to have the mixed team title contested for. This gave an extra avenue for qualification for nations.
For the 2020 Tokyo Olympic Games, there were a few ways for nations and individuals to qualify quota spots. Let’s have a look at how this was possible.
With 64 spaces available per gender, nations and individuals could qualify by:
– 28 places were available at the 2019 World Archery Championships through eight teams and four individual places.
– 8 places were available at Continental Games through five mixed team, top individuals in Asia, Europe, and Americas.
– 13 places were available at continental qualifying competitions
– 10 places were available at final qualifying competition
– 3 places were for the host country, Japan
– 2 universality invitations.
In June 2019, the World Archery Championships the largest amount of quota spots available for qualification took place. The top eight teams in both men and women won spaces during the qualifying competition. Along with this, the top four individuals from any nation that had not already qualified team spots won spaces.
The Continental Games included the Pan American, European Games, African and Pacific Games in 2019. The Pan American and European Games spots available were for the top-ranked mixed team and individual that had not already qualified through another avenue for their country.
The African and Pacific Games spots were for the top-ranked mixed team that had not already qualified through another method. In the circumstance where a country has already qualified one a quota spot in one of the two genders, the additional gender spot if awarded. The duplicate gender place is then transferred to the individual event.
Between Summer 2019 and Spring 2020, Continental Events took place around the world. Each continent held continent-specific qualifying competitions for countries that had not won any quota spots at that point. Each continent had a different amount of spots available:
Europe – 4
Asia – 3
Americas – 3
Africa – 2
Oceania – 1
In the final couple of months in the run up towards Tokyo 2020, there were final qualification competitions. These were for nations that had not qualified quotas to compete in. If a nation had not qualified a team quota, they could compete in the team competition. Individual competition was open for those nations without individual spots.
In order to qualify, the top three teams at the end of the qualification competition win the quota spots. If the nation already has any individual quota spots, they are returned. For the individual quota spots, initially there is only one quota spot available. However, there are usually quota spots returned throughout the qualification process, resulting in the top-ranked individuals winning spots.
The final way of getting spots is through the Universality Spaces. This process is done to help support sport development and equality in countries that have been identified by the International Olympic Committee. Every Olympics has this process to help progress the competitive ambitions of emerging sporting nations. There are two places available through this process.
The trials consisted of ranking rounds, the WA720 72 arrow around at 70 metres. Followed by team round simulations, head-to-head elimination matches, and round robin matches. Each trial gave a total accumulated point amount for each archer. That determined a final ranking.
In regard to selecting the team after the trials for each Games, it depends on how many quota places the USAT secured during qualification. If the USAT secured three spots, then the top three archers in the rankings will be nominated to the US Olympic Team. Fourth place will be nominated as the alternate for the team.
If only one quota space is secured during qualification, the top archer in the rankings would be nominated for the Olympic Team.
Not only does an archer need to participate in the trials and come out on top, but they also need to be able to shoot to a Minimum Qualification Standard. This is set by World Archery and the International Olympic Committee. For the 2020 Olympic Games, male recurve archers were required to shoot 640, and women 605 on a WA720 70 metre round. This also needed to be achieved after June 10, 2019.
ArcheryUP is the perfect place to start archery. With over 3500 archery instructors around the country, there is no better time to get started.
You can be 3 or 93 to shoot a bow, there is no age limit. You don’t even need to have tried archery before to get in contact with us. We are here to work with all abilities to help improve your archery accuracy, understanding and power. In your lessons with ArcheryUP, you will learn the right technique to be able to shoot a bow.
There are no barriers to getting started in archery. We can travel to you, bringing all of the equipment and targets to get you started and on your archery journey! We will personalise and tailor the lessons to what you require and need.
So what are you waiting for? Get in touch with us now and get started!
|
|||||
410
|
dbpedia
|
3
| 78
|
https://www.oldest.org/sports/youngest-us-olympians/
|
en
|
8 of the Youngest U.S. Olympians in History
|
[
"https://www.oldest.org/wp-content/uploads/2017/09/Logo-cream-RGB-Copy-2.png",
"https://www.oldest.org/wp-content/uploads/2017/09/Logo-cream-RGB-Copy-2.png",
"https://www.oldest.org/wp-content/uploads/2017/11/mob-oldest.png",
"https://www.oldest.org/wp-content/uploads/2017/11/mob-oldest.png",
"https://www.oldest.org/wp-content/uploads/2022/03/Francine-Fox.png 750w, https://www.oldest.org/wp-content/uploads/2022/03/Francine-Fox-225x300.png 225w",
"https://www.oldest.org/wp-content/uploads/2022/03/Francine-Fox.png",
"https://www.oldest.org/wp-content/uploads/2022/03/Kerri-Strug-1024x577.jpg 1024w, https://www.oldest.org/wp-content/uploads/2022/03/Kerri-Strug-300x169.jpg 300w, https://www.oldest.org/wp-content/uploads/2022/03/Kerri-Strug-768x433.jpg 768w, https://www.oldest.org/wp-content/uploads/2022/03/Kerri-Strug.jpg 1200w",
"https://www.oldest.org/wp-content/uploads/2022/03/Kerri-Strug-1024x577.jpg",
"https://www.oldest.org/wp-content/uploads/2022/03/Dominique-Moceanu.jpg 700w, https://www.oldest.org/wp-content/uploads/2022/03/Dominique-Moceanu-300x225.jpg 300w",
"https://www.oldest.org/wp-content/uploads/2022/03/Dominique-Moceanu.jpg",
"https://www.oldest.org/wp-content/uploads/2022/03/denise-parker.jpg 300w, https://www.oldest.org/wp-content/uploads/2022/03/denise-parker-240x300.jpg 240w",
"https://www.oldest.org/wp-content/uploads/2022/03/denise-parker.jpg",
"https://www.oldest.org/wp-content/uploads/2022/03/Marjorie-Gestring.jpg 391w, https://www.oldest.org/wp-content/uploads/2022/03/Marjorie-Gestring-244x300.jpg 244w",
"https://www.oldest.org/wp-content/uploads/2022/03/Marjorie-Gestring.jpg",
"https://www.oldest.org/wp-content/uploads/2022/03/Donna-Elizabeth-de-Varona-1.jpg 713w, https://www.oldest.org/wp-content/uploads/2022/03/Donna-Elizabeth-de-Varona-1-300x288.jpg 300w",
"https://www.oldest.org/wp-content/uploads/2022/03/Donna-Elizabeth-de-Varona-1.jpg",
"https://www.oldest.org/wp-content/uploads/2022/03/William-Horton.jpg 273w, https://www.oldest.org/wp-content/uploads/2022/03/William-Horton-225x300.jpg 225w",
"https://www.oldest.org/wp-content/uploads/2022/03/William-Horton.jpg",
"https://www.oldest.org/wp-content/uploads/2022/03/Dorothy-Poynton-Hill.jpg 637w, https://www.oldest.org/wp-content/uploads/2022/03/Dorothy-Poynton-Hill-250x300.jpg 250w",
"https://www.oldest.org/wp-content/uploads/2022/03/Dorothy-Poynton-Hill.jpg",
"https://www.oldest.org/wp-content/uploads/2023/01/Youngest-MMA-Fighters-in-History-360x260.jpg",
"https://www.oldest.org/wp-content/uploads/2023/01/Youngest-MMA-Fighters-in-History-360x260.jpg",
"https://www.oldest.org/wp-content/uploads/2022/02/Youngest-WWE-Champions-360x260.jpg",
"https://www.oldest.org/wp-content/uploads/2022/02/Youngest-WWE-Champions-360x260.jpg",
"https://www.oldest.org/wp-content/uploads/2019/11/Oldest-Active-MLB-Players-360x260.jpg",
"https://www.oldest.org/wp-content/uploads/2019/11/Oldest-Active-MLB-Players-360x260.jpg",
"https://www.oldest.org/wp-content/uploads/2024/05/Oldest-Baseball-Team-in-Japan-360x260.jpg",
"https://www.oldest.org/wp-content/uploads/2024/05/Oldest-Baseball-Team-in-Japan-360x260.jpg",
"https://www.oldest.org/wp-content/uploads/2017/11/Oldest-MLB-Stadiums-360x260.jpg",
"https://www.oldest.org/wp-content/uploads/2017/11/Oldest-MLB-Stadiums-360x260.jpg",
"https://www.oldest.org/wp-content/uploads/2024/05/Oldest-City-in-Australia-2-360x260.jpg",
"https://www.oldest.org/wp-content/uploads/2024/05/Oldest-City-in-Australia-2-360x260.jpg",
"https://www.oldest.org/wp-content/uploads/2024/05/Oldest-Castles-in-England-2-360x260.jpg",
"https://www.oldest.org/wp-content/uploads/2024/05/Oldest-Castles-in-England-2-360x260.jpg",
"https://www.oldest.org/wp-content/uploads/2024/05/Oldest-Cities-in-Kazakhstan-2-360x260.jpg",
"https://www.oldest.org/wp-content/uploads/2024/05/Oldest-Cities-in-Kazakhstan-2-360x260.jpg",
"https://www.oldest.org/wp-content/uploads/2024/05/Oldest-Lakes-in-North-America-2-360x260.jpg",
"https://www.oldest.org/wp-content/uploads/2024/05/Oldest-Lakes-in-North-America-2-360x260.jpg"
] |
[] |
[] |
[
""
] | null |
[
"Lauren Johnson",
"Victor Eaton"
] |
2022-03-14T16:42:27+00:00
|
Discover the 8 of the Youngest U.S. Olympians in History here. Prepare to be transported into a rich & fascinating history on the youngest US olympians that exist.
|
en
|
Oldest.org
|
https://www.oldest.org/sports/youngest-us-olympians/
|
The U.S. team going for the 2022 Winter Olympics has Alysa Liu, aged 16, as its youngest participant. Alysa joins other young and super talented athletes from across the world who left their mark in the history of the Olympics, some as young as age 10.
Indeed, did you know that the International Olympic Committee places no age limit for athletes taking part in the Olympic Games? This philosophy aims to encourage athletes of all ages to showcase their talent as they compete against their peers or much older participants.
When it comes to past U.S. Olympic team lineups, dozens of teens made tremendous accomplishments in so little time. We’re here today to explore eight of them below.
8. Francine Fox
photo source: olympedia.org
A young Francine Fox took part in and completed spring canoeing in the 1964 Tokyo Summer Olympics. Fox and her partner, Glorianne Perrier, paddled to a silver medal in the K-2500 m events. They were just two seconds away from the winning pair who represented Germany.
Francine Fox’s career as a kayak champion was short, but highly successful. She was much younger than her partner, Glorianne Perrier, who was 20 years older . The duo won the U.S. title from 1963 to 1965.
Did You Know?
Following her 1964 win, Francine received invitations to foreign countries and was a White House guest of then-U.S. President, Lyndon B. Johnson.
7. Kerri Strug
photo source: usatoday.com
Many of us remember Kerri Strug as a member of the Magnificent Seven that won Gold in the 1996 Summer Olympics, but the young gymnast started her Olympic career much earlier.
Indeed, in the 1992 Barcelona Summer Olympics, Kerri Strug won a bronze medal to kickstart her vault specialist fame.
Even before the Olympics, Kerry Strug had earned two silver medals in the 1991 and 1994 World Championships, and secured a bronze medal for her team in the 1995 Sabae World Championships.
Did You Know?
Kerri’s sporting career is dotted with weight loss struggles and numerous injuries. In 1994, Kerri lost her balance and landed in a twisted position while performing her uneven bars set. She was carried away on a stretcher, sustaining back injuries. Still, Kerri underwent intensive treatment and recovery, making it back in time for the 1994 World Championships.
6. Dominique Moceanu
photo source: insider.com
Team USA’s Magnificent Seven was a force to reckon with in the 1996 U.S. Women’s gymnastics Olympics competition. These hometown darlings won their first team Gold in Olympic history, beating their Romanian and Russian rivals.
This team’s youngest member was Dominque Moceanu, a 14-year-old Romanian American from Hollywood, California. The win saw the Moceanu featured on the Wheaties Box.
Before the Olympics, Dominique Moceanu had attained the world record for the youngest gymnast ever to win a gold medal at the Junior National Championships. She earned this title when she was 10, and to date, it still stands.
Did You Know?
Now a retired gymnast, Moceanu is a renowned author, philanthropist, and media personality. She advocates for ending abuse in gymnastics – notably, she praised young gymnast, Simone Biles, for putting her mental health before her career.
5. Denise Parker
photo source: usarchery.org
Denise Parker represented the United States in the 1988 Seoul Olympics female archery competitions. She won bronze for her American squad, and came in 21st place in the individual events. Denise would later excel in the sport, appearing in the 1987, 1991, and 1999 Pan American Games.
Apart from the single bronze that Denise Parker won at the 1988 Seoul Olympics, she is the proud winner of five gold medals secured from the Pan American Games between 1987 and 1999. These were wins of an individual and team capacity. For this, Denise was the best female archer for 13 years in a row in the 20th century.
Did You Know?
Even though Denise has a recurve and a compound as proof of her decades of achievements in archery, her two boys show no interest in the sport.
4. Marjorie Gestring
photo source: pinterest.com
In the 1936 Berlin Olympics, teenager Marjorie Gestring was part of the U.S. women’s diving team that won a gold medal. In the same competition, Gestring won the 3-meter springboard diving event. She was only 13 years old.
After the two subsequent Olympic tournaments were canceled in light of World War II, Gestring continued to compete on a national level. She won and retained the U.S. National Women’s High Diving Champion in 1939 and 1940. Likewise, Gestring defended and kept her 3-meter springboard diving title in that same year.
Did You Know?
In 1948, Marjorie Gestring was inducted into the Stanford Athletic Hall of Fame and the International Swimming Hall of Fame. And, even though there were no Olympic competitions in 1940 and 1944, Marjorie was awarded a gold medal.
In spite of this, Gestring came in fourth place in the 1948 Summer Olympics qualifiers, missing her slot on the national team.
3. Donna Elizabeth de Varona
photo source: vault.si.com
Imagine qualifying for the U.S. Olympic swimming team and winning Gold in your first ever Olympic competition when you are only 13 years old. Donna Elizabeth understands the feeling all too well!
This daring swimmer was part of the U.S. team’s 4 x 100-meter freestyle relay in the 1960 Summer Olympics in Rome.
After a successful swimming career that saw her featured in leading magazines, such as Look and Life and Sports Illustrated, Donna opted for a career in sports broadcasting.
Did You Know?
At the time Donna won her first Gold in the 4 x 100-meter freestyle relay, she was the reigning world record holder for the 400-meter individual medley. However, her reign was never featured in the Olympic records until 1964, when this event was added to the calendar.
2. William Horton, Jr. 13
photo source: hyperleap.com
The Olympic U.S. sailing team consists of top sailors that qualify at the World Championship. For 13-year-old William Horton Jr. to be eligible at such a tender age was quite an achievement!
Horton Jr. took part in the 1952 Helsinki Summer Olympics under the Dragon Event. Here, at least 51 sailors using 17 boats represented their 17 countries. Horton Jr. was a crew member of the Skidoo.
Did You Know?
In the 1952 Helsinki Summer Olympics, Horton Jr. sailed alongside his father and sister. Even though he failed to secure a medal, the U.S. team won most gold and overall medals
1. Dorothy Poynton-Hill
photo source: pinterest.com
Dorothy Poynton is the youngest U.S. Olympian of all time. She was barely 13 years old when she won silver for springboard diving in the 1928 Amsterdam Olympics.
This achievement was only the beginning of Poynton’s career. Four years later, she won her first Gold. By the time she retired from competing, she had two more medals – gold and bronze – to her name.
Apart from the Olympics, Dorothy Poynton was in numerous TV commercials. She even won seven AAU titles. Later, she retired and started an Aquatic Club in Los Angeles, where she taught swimming and diving.
Did You Know?
|
|||||
410
|
dbpedia
|
2
| 34
|
https://www.facebook.com/WorldArchery/videos/archery-technical-film-sydney-2000-olympic-games-monday-rewind/798554990629556/
|
en
|
Later this year, the Olympic Games will take place in Tokyo. 🇯🇵 Twenty years ago, they were in Sydney. 🇦🇺 Every week, we replay a video from the...
|
[] |
[] |
[] |
[
""
] | null |
[] | null |
Later this year, the Olympic Games will take place in Tokyo. 🇯🇵
Twenty years ago, they were in Sydney. 🇦🇺
Every week, we replay a video from the...
|
de
|
https://static.xx.fbcdn.net/rsrc.php/yT/r/aGT3gskzWBf.ico
|
https://www.facebook.com/WorldArchery/videos/archery-technical-film-sydney-2000-olympic-games-monday-rewind/798554990629556/
| ||||||
410
|
dbpedia
|
3
| 81
|
https://www.britannica.com/sports/Summer-Olympic-Games
|
en
|
Summer Olympic Games | Dates, Locations, Facts, & Athletes
|
[
"https://cdn.britannica.com/mendel/eb-logo/MendelNewThistleLogo.png",
"https://cdn.britannica.com/mendel/eb-logo/MendelNewThistleLogo.png",
"https://cdn.britannica.com/55/235355-004-3224DD63/Usain-Bolt-Jamaica-gold-medal-breaking-world-record-200m-Beijing-Summer-Olympics-August-20-2008.jpg",
"https://cdn.britannica.com/06/219706-131-E72371AE/Naomi-Osaka-US-Open-September-8-2020.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/36/192736-131-B543178A/Bill-Murray-Lobby-Card-Buggs-Bunny-Michael-1996.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/31/142331-131-EE300AF6/basketball-Orange-background-lighting-Homepage-entertainment-history-2010.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/15/189415-131-B54406B7/ROCHESTER-NY-hole-round-Steve-Stricker-bunker-August-10-2013.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/53/189853-131-02462668/Footraces-distances-Summer-Olympics.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/23/176123-131-94DCF6F8/Aphrodite.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/08/173908-131-C65789E4/Anguis-fragilis-slowworm-Anguidae-Lizard-head-Close-up.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/39/193239-131-181E3553/Statue-Nostradamus.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/64/189464-131-198EE448/dive-springboard-diver.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/46/172446-131-3351BF8A/David-Cameron-Barack-Obama-talk-United-Kingdom-June-17-2013.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/55/142355-131-EFF621AF/books-Stack-literature-pile-reading-entertainment-society-2010.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/58/105358-131-083D7290/Battle-of-Gettysburg-Picketts-Charge-attempts-South-3-1863.jpg?w=200&h=200&c=crop",
"https://cdn.britannica.com/55/235355-050-2CE9732E/Usain-Bolt-Jamaica-gold-medal-breaking-world-record-200m-Beijing-Summer-Olympics-August-20-2008.jpg?w=400&h=300&c=crop",
"https://cdn.britannica.com/88/255188-004-AF405690/Race-Athens-1896-Olympics.jpg",
"https://cdn.britannica.com/96/255196-004-2CE911C2/United-States-Olympics-Team-Paris-1900-Olympic-Games.jpg",
"https://cdn.britannica.com/97/255197-004-CE1F1AFF/Start-half-mile-swimming-race-1904-St-Louis-Olympics.jpg",
"https://cdn.britannica.com/99/255199-004-AC34F109/Women-archers-1908-London-Olympics-archery.jpg",
"https://cdn.britannica.com/75/250275-004-0451EB4E/Jim-Thorpe-broad-jump-Olympic-Games-Stockholm-Sweden-1912.jpg",
"https://cdn.britannica.com/00/255200-004-41D50E8A/Pat-Ryan-Hammer-Throw-1920-Antwerp-Olympics.jpg",
"https://cdn.britannica.com/01/255201-004-B0BE6591/Paavo-Nurmi-finish-line-1500-metre-Paris-Olympics-1924.jpg",
"https://cdn.britannica.com/02/255202-004-230AEA5F/400-metre-hurdles-race-1928-Amsterdam-Olympics.jpg",
"https://cdn.britannica.com/03/255203-004-92847DE1/Jean-Shiley-High-jumper-Los-Angeles-1932-Olympics.jpg",
"https://cdn.britannica.com/48/6448-004-A8EBAD0B/Jesse-Owens-podium-winners-gold-medal-1936-1936.jpg",
"https://cdn.britannica.com/12/255212-004-EE08A665/Abe-Greenhalgh-Weightlifting-London-1948-Olympics.jpg",
"https://cdn.britannica.com/13/255213-004-0010B340/Pat-McCormick-springboard-diving-1952-Helsinki-Olympics.jpg",
"https://cdn.britannica.com/04/255204-004-7BBA3341/Mens-Race-walk-20-km-Melbourne-1956-Olympics.jpg",
"https://cdn.britannica.com/05/255205-004-E46795FE/Wilma-Rudolph-competes-sprinting-Rome-1960-Olympics.jpg",
"https://cdn.britannica.com/06/255206-004-E531016A/Judit-Agoston-Mendelenyi-Hungary-Prudskova-Soviet-Union-Womens-foil-fencing-1964-Tokyo-Olympics.jpg",
"https://cdn.britannica.com/07/255207-004-C2DAC8A2/Wolfgang-Nordwig-Pole-Vault-1968-Mexico-City-Olympics.jpg",
"https://cdn.britannica.com/26/252426-004-0B61F505/Steve-Prefontaine-Lasse-Viren-Emile-Puttemans-Mens-5000-metres-1972-Summer-Olympics.jpg",
"https://cdn.britannica.com/08/255208-004-3491CADF/Nadia-Comaneci-Balance-Beam-gymnastics-1976-Montreal-Olympics.jpg",
"https://cdn.britannica.com/09/255209-004-EE182DDE/Daley-Thompson-javelin-throw-Decathlon-Moscow-1980-Olympics.jpg",
"https://cdn.britannica.com/10/255210-004-BF2FCD4F/Mark-Todd-Horse-Charisma-Show-jumping-phase-Eventing-1984-Los-Angeles-Olympics.jpg",
"https://cdn.britannica.com/49/197349-004-C7DAC923/Florence-Griffith-Joyner-1988-Seoul-Olympics-1988.jpg",
"https://cdn.britannica.com/11/255211-004-B171BE1A/Ethiopian-team-cycling-road-race-Barcelona-1992-Olympics.jpg",
"https://cdn.britannica.com/78/240478-004-44827796/Penny-Heyns-Atlanta-Olympics.jpg",
"https://cdn.britannica.com/91/67791-004-84037529/Maria-Mutola-finish-line-race-Summer-Olympics-Sept-25-2000.jpg",
"https://cdn.britannica.com/03/116503-004-4659DE22/Canadian-team-synchronized-swimming-Athens-2004-Olympic-2004.jpg",
"https://cdn.britannica.com/38/219938-004-C5452C5C/Kohei-Uchimura-2008.jpg",
"https://cdn.britannica.com/30/230830-004-CB334990/Sally-Pearson-100-meter-hurdles-2012-Olympics.jpg",
"https://cdn.britannica.com/94/215294-004-6761F8F6/Frank-Molinaro-Frank-Chamizo-Marquez-Italy-bronze-medal-match-freestyle-wrestling-2016-Olympic-Games.jpg",
"https://cdn.britannica.com/15/255215-004-A03A8433/Rapinoe-Polkinghorne-US-Australia-soccer-football-2020-Tokyo-Olympics.jpg",
"https://cdn.britannica.com/80/250280-004-9A6AE7B8/Athlete-Olympic-games-Paris-2024.jpg"
] |
[] |
[] |
[
"Summer Olympic Games",
"encyclopedia",
"encyclopeadia",
"britannica",
"article"
] | null |
[
"Mindy Johnston"
] |
2024-02-23T00:00:00+00:00
|
Since 1896 the Summer Olympic Games have brought together athletes from across the world to compete for the love of country and sport.
|
en
|
/favicon.png
|
Encyclopedia Britannica
|
https://www.britannica.com/sports/Summer-Olympic-Games
|
Athens 1896 The Athens Games were the first occurrence of the modern Olympic Games and the running of the first marathon. Hungary sent the only national team (although it was part of the Austro-Hungarian Empire); most of the foreign competitors were college students or club athletes. Spyridon Louis: The First Olympic Hero and Alfréd Hajós: Into the Icy Waters. Bonus Bio: Pierre de Coubertin: Father of the Modern Olympics. Paris 1900 The Paris Games saw women competing for the first time, in a limited number of sports—sailing, lawn tennis, and golf—although the women’s events were not officially approved by the International Olympic Committee (IOC). Swimming events were held in the Seine River. Margaret Abbott: A Study Break; Albert Ayat: The Master; and Alvin Kraenzlein: Rivalry Among Teammates. St. Louis 1904 Boxing made its Olympic debut in 1904. Originally scheduled to be held in Chicago, the Games were moved to St. Louis so as to combine them with that city’s world’s fair, which celebrated the 100th anniversary of the Louisiana Purchase. Felix Carvajal: How to Make Friends at a Marathon; Ray Ewry: Higher Than the Rest; and Thomas Kiely: The Long Journey. Athens 1906 While the 1906 Games—often referred to as the Intercalated Olympic Games—introduced important permanent customs, such as the parade of the competing nations’ teams around the track, these Games are not included in official IOC lists. The Games’s results were vetoed by organizer Pierre de Coubertin, for fear that more Olympics held in Greece would bolster a proposal to make Athens a permanent Olympic site (a suggestion supported by the rest of the IOC). Petitions to reinstate the 1906 Games were rejected by the IOC in both 1948 and 2003. London 1908 The London Games were the first to have an opening ceremony. New events included diving, motorboating, indoor tennis, and field hockey. Dorando Pietri: Falling at the Finish; Ralph Rose and Martin Sheridan: The Battle of Shepherd’s Bush; and Forrest Smithson: A Tall Tale. Stockholm 1912 The whole globe was represented at Stockholm—for the first time athletes came from all five continents. Electronic timing devices for track and field events and a public-address system debuted at the 1912 Games. George S. Patton: The Missing Bullet; Jim Thorpe: Glory Restored; Nedo Nadi: Following in Father’s Footsteps; and Martin Klein and Alfred Asikainen: The Match That Wouldn’t End Berlin 1916 The 1916 Games, scheduled for Berlin, were canceled because of the outbreak of World War I. Antwerp 1920 The Olympic flag was introduced at the Antwerp Games. The defeated countries of World War I—Germany, Austria, Hungary, Bulgaria, and Turkey—were not invited to compete, and the Soviet Union chose not to attend. Joseph Guillemot: Life After War; Duke Kahanamoku: Hawaiian Royalty; Suzanne Lenglen: The Leading Lady; and Ugo Frigerio: Leading the Band. Paris 1924 By the 1924 Games, international federations had gained more influence over their respective sports, standardizing the rules of competition, and national Olympic organizations in most countries conducted trials to ensure that the best athletes were sent to compete. Harold Abrahams and Eric Liddell: Chariots of Fire; Aileen Riggin: The Girl in the Pool; Johnny Weissmuller: Before Tarzan; and Paavo Nurmi: The Flying Finn. Amsterdam 1928 The Olympic flame debuted in Amsterdam. The women’s slate gained gymnastics and track-and-field events, but the latter had distance restrictions imposed after several women collapsed while running the 800-meter race. Until the Rome Games in 1960, women were not allowed to compete in races longer than 200 meters. Paavo Yrjölä: The Farmhand; Andrew Charlton and Arne Borg: The Boy and the Sturgeon; Ethel Catherwood: Saskatoon Lily; and Hitomi Kinue: A Strong Woman. Los Angeles 1932 The Los Angeles Games featured the first Olympic Village, which was located in Baldwin Hills, a suburb of Los Angeles. The Olympic Village was for male athletes only; female athletes stayed in a downtown hotel. Uniform automatic timing and the photo-finish camera were used for the first time. Stanisława Walasiewicz: The Curious Story of Stella Walsh; Babe Didrikson Zaharias: Wanting More; and Nishi Takeichi: Friendship and Honor. Berlin 1936 The Berlin Games were the first Olympic competition to use telex transmissions of results, and zeppelins quickly transported newsreel footage to other European cities. The Games were televised for the first time, transmitted by closed circuit to specially equipped theaters in Berlin. (Distribution of newsreel footage and television highlights assisted organizers in their plans to disseminate Nazi propaganda.) The 1936 Games also introduced the torch relay, by which the Olympic flame is transported from Greece. Helene Mayer: Fencing for the Führer; Sohn Kee-Chung: The Defiant One; Eleanor Holm: From Poolside to Press Box; and Jesse Owens: The Superior Sprinter. Tokyo 1940 The 1940 Games, scheduled for Tokyo, were canceled because of World War II. London 1944 World War II was still raging in 1944, and the London Games were canceled. London 1948 The first Olympics since 1936, the 1948 Games were played while many countries were still recovering from the destruction of World War II. Germany and Japan, the defeated powers, were not invited to participate. The Soviet Union also did not participate, but the Games were the first to be attended by communist countries, including Hungary, Yugoslavia, and Poland. Dr. Sammy Lee: Doctor Diver; Károly Takács: Switching Hands; Micheline Ostermeyer: Strength and Artistry; and Fanny Blankers-Koen: The World’s Fastest Mom. Helsinki 1952 The Helsinki Games were the first Olympics in which the Soviet Union participated (a Russian team had last competed in the 1912 Games). The German (athletes from West Germany only) and Japanese teams returned to competition. Lis Hartel: Beating Polio; Emil Zátopek: The Bouncing Czech; Ingemar Johansson: When the Giant Slept; and The Hungarian Football Team: The Magnificent Magyars. Melbourne 1956 The 1956 Olympics were the first to be held in the Southern Hemisphere. Because of the reversal of seasons, the Games took place in November and December. The Melbourne Games introduced the practice of athletes marching into the closing ceremonies together, not segregated by nation. Betty Cuthbert: A Humble Champion; László Papp: Facing the Best; Rudolf Kárpáti: Last of a Long Line; and Hungary v. U.S.S.R.: Blood in the Water. Rome 1960 The 1960 Olympics were the first to be fully covered by television. Several ancient Roman sites were restored and used as venues. The Basilica of Maxentius hosted the wrestling competition, and the Baths of Caracalla was the site of the gymnastic events. The marathon was run along the Appian Way and ended under the Arch of Constantine. Abebe Bikila: Barefoot Through the Streets of Rome; Dawn Fraser: Breaking Rules and Records; Wilma Rudolph: The Chattanooga Choo Choo; and Rafer Johnson and Yang Chuan-kwang: Friendly Competition. Tokyo 1964 The 1964 Games introduced improved timing and scoring technologies, including the first use of computers to keep statistics. Volleyball and judo also made their Olympic debuts. South Africa was banned by the IOC for its racist policy of apartheid. Anton Geesink: Dutch Surprise; The Japanese Women’s Volleyball Team: The Hardest Part; Peter Snell: Tearing Up the Track; and Tamara and Irina Press: Sisters. Mexico City 1968 East and West Germany competed for the first time as separate countries in Mexico City. The 1968 Games also saw drug testing and female sex verification conducted for the first time. Bob Beamon: Beyond Imagination; Kip Keino: A Father of Kenya; and Věra Čáslavská: Out of Hiding. Munich 1972 The Soviet Union captured the gold medal in men’s basketball at the Munich Games, upsetting the United States, which until then had never lost a game in Olympic competition. Archery returned to the Games for the first time since 1920, with events for both men and women. Tragedy befell the games when the Palestinian militant group Black September staged a terrorist attack (later called the Munich massacre) at the Olympic Village against members of the Israeli team, leading to the death of 11 athletes. Dan Gable: Driven; Lasse Virén: Reviving a Tradition; Mark Spitz: The Magnificent Seven; and Olga Korbut: Winning Hearts. Montreal 1976 The 1976 Games drew more attention to the apparent problems of the Olympic movement. Questions arose about the integrity of the competition itself. Many athletes were suspected of using anabolic steroids to enhance their performance. There was also concern that the amateur spirit of the Games had been undermined by the growing commercial influence on sports in the West and the pervasive government control of athletes in the Eastern bloc countries. Nadia Comăneci: Perfection; Kornelia Ender: Victory amid Accusations; Fujimoto Shun: Putting the Team First; and Vasily Alekseyev: The Russian Bear. Moscow 1980 The Soviet Union’s invasion of Afghanistan in December 1979 led to the largest boycott in the history of the Olympic movement in 1980. U.S. Pres. Jimmy Carter took the lead in calling for a boycott of the Moscow Games, and approximately 60 other countries joined the United States in staying home. Miruts Yifter: Yifter the Shifter; Teófilo Stevenson: The Knockout Artist; Zimbabwe Women’s Hockey Team: Happy to Be Here; and Sebastian Coe and Steve Ovett: The 800-Meter Duel. Los Angeles 1984 Under the direction of American entrepreneur Peter Ueberroth, the 1984 Olympics witnessed the ascension of commercialism as an integral element in the staging of the Games. The Olympics turned a profit ($225 million) for the first time since 1932. The number of events for women grew to include cycling, rhythmic gymnastics, synchronized swimming, and several new track-and-field events, most notably the marathon. Zola Budd: Collision and Controversy; Michael Gross: The Albatross; Mary Lou Retton: L.A. Dynamo; and Yamashita Yasuhiro: The Gentle Way. Seoul 1988 The Olympic rule requiring participants to be amateurs had been overturned in 1986, and decisions on professional participation were left to the governing bodies of particular sports. This resulted in the return of tennis, which had been dropped in 1924. Table tennis and team archery events were also added. Lawrence Lemieux: An Easy Decision; Eamonn Coghlan: Finishing the Race; Florence Griffith Joyner: Flash and Dash; and Greg Louganis: Surviving a Scare. Barcelona 1992 For the first time in three decades, there was no boycott. The list of sports at the Barcelona Games expanded to include badminton, baseball, and women’s judo. With the fall of the Berlin Wall in 1989, the German team was again united. South Africa, which had abandoned its policy of apartheid, returned to the Olympics with its first racially integrated team. Hassiba Boulmerka: Testing Her Faith; Derek Redmond: Between a Father and His Son; Susi Susanti: A Nation, a Sport, and One Woman; and The U.S. Men’s Basketball Team: The Dream Team. Atlanta 1996 The Games received no governmental financial support for the first time in 1996. Instead, corporate sponsors—including Coca-Cola, which supplied more than $300 million—and television rights were relied upon to defray costs. For the first time, all national Olympic committees (NOCs) invited to compete sent athletes. New sports included women’s football (soccer), beach volleyball, lightweight rowing, women’s softball, and mountain biking (cross-country cycling). The Games’ festivities were marred by the explosion of a homemade pipe bomb left among spectators at Centennial Olympic Park. The blast killed one person and injured 112 others. Carl Lewis: A Farewell; Aleksandr Kareline: Wrestling Goliath; Michelle Smith: Raising Suspicions; and Naim Suleymanoglu: Pocket Hercules. Sydney 2000 Several events were contested at the Olympics for the first time in 2000, including men’s and women’s tae kwon do, trampoline, triathlon, and synchronized diving. Other new women’s events included weightlifting, modern pentathlon, and pole vault. The Sydney opening ceremonies celebrated the history of Australia, especially the unique cultures and contributions of the Aboriginal peoples of the continent. Cathy Freeman: The Heart of a Nation; Maureen O’Toole: A First and Last Chance; and Steven Redgrave: A Rower’s Life. Athens 2004 More than 20 athletes were disqualified at the Athens Games after they failed tests for performance-enhancing drugs, and controversies over scoring in gymnastics and fencing made headlines. A record 201 NOCs were represented. Birgit Fischer: Superlative Olympian and The Argentine Men’s Basketball Team: Gold for the Golden Generation. Beijing 2008 In the months prior to the Games, a devastating earthquake in Sichuan province, international focus on China’s pollution problems, protests over China’s human rights record in Tibet, and criticism of the Chinese government’s control of information became part of the Olympics story. In the end, however, the final narrative of the Beijing Games was dominated by two historic sporting feats: American swimmer Michael Phelps broke Mark Spitz’s record for most gold medals won in a single Olympics, and sprinter Usain Bolt of Jamaica claimed the mantle of “the fastest man alive.” Michael Phelps: Eight-Gold-Medal Man (with a Little Help from His Friends); and Natalie du Toit: The Other-Abled Swimmer. London 2012 In 2012 London became the first city to host the modern Games three times (1908, 1948, and 2012)—a record held until 2024, when Paris (1900, 1924, and 2024) tied for the honor. The most-notable addition to the London program was women’s boxing, which made its Olympic debut in three weight classes. The London Games were also the first Olympiad wherein each participating country had at least one female athlete competing. Allyson Felix, Ryan Lochte, Jessica Ennis-Hill, and Kobe Bryant. Rio de Janeiro 2016 The event marked the first time that the Olympic Games—either Summer or Winter—were held in South America. The Games featured a record 205 participating NOCs, with more than 11,000 athletes competing in 42 sports. The Rio Olympics also featured the debut of a Refugee Team made up of 10 athletes from various war-torn countries who had no permanent new home at the start of the Games. Michael Phelps, Neymar, and Simone Biles. Paris 2024 The Summer Games return to Paris for the third time in modern history. With an eye to sustainability, the 2024 Paris Olympics are attempting to be the first Games aligned with the goals and recommendations of the Paris Climate Agreement. Actions include public transportation access to all venues, reuse of existing buildings and stadiums as venues, and low carbon and eco-friendly new buildings powered with 100 percent renewable energy. In total, Paris’s organizers anticipate a 55 percent smaller carbon footprint than the 2012 London Games, the first Games organized with a focus on sustainability.
|
||||
410
|
dbpedia
|
2
| 22
|
http://www.allcompetitions.com/arc_ogm.php
|
en
|
Archery Olympic Games Women
|
[
"http://www.allcompetitions.com/Images/gotoindex.jpg",
"http://www.allcompetitions.com/Images/schedule.jpg",
"http://www.allcompetitions.com/Images/ogball.jpg",
"http://www.allcompetitions.com/Images/cntabb.jpg",
"http://www.allcompetitions.com/Images/links.jpg",
"http://www.allcompetitions.com/Balls/ogwinball.jpg",
"http://www.allcompetitions.com/Images/bandera.jpg",
"http://www.allcompetitions.com/Balls/arcball.jpg",
"http://www.allcompetitions.com/top.jpg",
"http://www.allcompetitions.com/top.jpg",
"http://www.allcompetitions.com/top.jpg",
"http://www.allcompetitions.com/top.jpg",
"http://www.allcompetitions.com/back/home.jpg",
"http://www.allcompetitions.com/back/arc.jpg",
"http://www.allcompetitions.com/back/twt.jpg",
"http://www.allcompetitions.com/back/top.jpg"
] |
[] |
[] |
[
""
] | null |
[] | null | null |
Home
Schedule
Summer OG▼
MEN ►
Archery
Athletics
by Year
by Event
Stats
Badminton
Baseball
Basketball
Canoeing
Cycling
Road
Track
Mountain
Diving
Field Hockey
Fencing
Football
Golf
Gymnastics
Handball
Judo
Pentathlon
Rowing
Rugby 7s
Swimming
by Year
by Event
Stats
long distance
Table Tennis
Taekwondo
Tennis
Triathlon
Volleyball
Indoor
Beach
WaterPolo
Yachting
WOMEN ►
Archery
Athletics
by Year
by Event
Stats
Badminton
Softball
Basketball
Canoeing
Cycling
Road
Track
Mountain
Diving
Field Hockey
Fencing
Football
Golf
Gymnastics
Artistic
Rhythmic
Handball
Judo
Pentathlon
Rowing
Rugby 7s
Swimming
by Year
by Event
Stats
long distance
Synchro
Table Tennis
Taekwondo
Tennis
Triathlon
Volleyball
Indoor
Beach
WaterPolo
Yachting
STATS ►
2016 Medalists
Rio 2016 Table
Medal Tally
Individual Tally
Event Tally
Multimedalists
Abbreviations
Links
Winter OG▼
MEN ►
Alpine Skiing
Results by Year
Results by Event
Biathlon
Bobsleigh
Cross Country
Curling
Figure Skating
Freestyle
Ice Hockey
Luge
Nordic Combined
Short Track
Skeleton
Ski Jumping
Snowboarding
Speed Skating
WOMEN ►
Alpine Skiing
Results by Year
Results by Event
Biathlon
Bobsleigh
Cross Country
Curling
Figure Skating
Freestyle
Ice Hockey
Luge
Short Track
Skeleton
Ski Jumping
Snowboarding
Speed Skating
STATS ►
2014 Medalists
Sochi Table
Medal Tally
Individual Tally
Event Tally
Multimedalists
ESPAÑOL
Archery▼
Men ►
Olympic Games
Women ►
Olympic Games
Archery / Olympic Games
Individual (1972- ) Team (1988- ) Medal Table Individual Table
MEN
Archery was reinstated at the Olympic Games in 1972, and Olympic Program has remained unchanging since 1988, with the addition of the team competition. Between 1900 and 1920, some "weird" events such as "Au Cordon Dore", "Double York Round", or "Fixed Small Bird" were held. These events were created for each Games and local archers were mainly the winners and sometimes the only competitors. These discontinued events make a total of 21 (not included in the medal table below); of which BEL won 11 gold medals; FRA 5; USA 3; GBR 1 & NED 1. Hubert Van Innis won his medals at this time. A mixed team event (not included here) was added at the Tokyo edition.
INDIVIDUAL
Year Gold CNT Final Match Silver CNT Bronze CNT 2024 Kim Woo-jin KOR 6-5 Brady Ellison USA Lee Woo-seok KOR 2020 Mete Gazoz TUR 6-4 Mauro Nespoli ITA Takaharu Furukawa JPN 2016 Ku Bon-chan KOR 7-3 Jean-Charles Valladont FRA Brady Ellison USA 2012 Oh Jin-hyek KOR 7-1 Takaharu Furukawa JPN Dai Xioxiang CHN 2008 Viktor Ruban UKR 113-112 Park Kyung-mo KOR Bair Badenov RUS 2004 Marco Galiazzo ITA 111-109 Hiroshi Yamamoto JPN Tim Cuddihy AUS 2000 Simon Fairweather AUS 113-106 Victor Wunderle USA Wietse van Alten NED 1996 Justin Huish USA 112-107 Magnus Petersson SWE Oh Kyo-moon KOR 1992 Sebastien Flute FRA 110-107 Chung Jae-hun KOR Simon Terry GBR
Year Gold CNT Mark Silver CNT Mark Bronze CNT Mark 1988 Jay Barrs USA 2605 Park Sung-soo KOR 2614 Vladimir Yesheyev URS 2600 1984 Darrell Pace USA 2616 Richard McKinney USA 2564 Hiroshi Yamamoto JPN 2563 1980 Tomi Poikolainen FIN 2455 Boris Isachenko URS 2452 Giancarlo Ferrari ITA 2449 1976 Darrell Pace USA 2571 Hiroshi Michinaga JPN 2502 Giancarlo Ferrari ITA 2495 1972 John Williams USA 2528 Gunnar Jervill SWE 2481 Kyosti Laasonen FIN 2467
TEAM
Year Gold CNT Final Match Silver CNT Bronze CNT 2024 Kim Je-deok, Kim Woo-jin, Lee Woo-seok KOR 5-1 Baptiste Addis, Thomas Chirault, Jean-Charles Valladont FRA Mete Gazoz, Berkim Tumer, Abdullah Yildirmis TUR 2020 Kim Woo-jin, Oh Jin-hyek, Kim Je-deok KOR 6-0 Deng Yu-cheng, Tang Chich-chun, Wei Chun-heng TPE Takaharu Furukawa, Yuki Kawata, Hiroki Muto JPN 2016 Kim Woo-jin, Lee Seung-yun, Ku Bon-chan KOR 6-0 Brady Ellison, Zach Garret, Jake Kaminski USA Alec Potts, Ryan Tyack, Taylor Worth AUS 2012 Michele Frangilli, Marco Galiazzo, Mauro Nespoli ITA 219-218 Brady Ellison, Jake Kaminski, Jacob Wukie USA Im Dong-hyun, Kim Bub-min, Oh Jin-hyek KOR 2008 Im Dong-hyun, Lee Chang-hwan, Park Kyung-mo KOR 227-225 Ilario di Buò, Marco Galiazzo, Mauro Nespoli ITA Jiang Li, Li Wenquan, Xue Haifeng CHN 2004 Im Dong-hyung, Jang Yong-ho, Park Kyung-mo KOR 251-245 Chen Szu-yuan, Liu Ming-huang, Wang Cheng-pang TPE Dmytro Hrachov, Viktor Ruban, Oleksandr Serdyuk UKR 2000 Oh Kyo-moon, Jang Yong-ho, Kim Chung-tae KOR 255-247 Matteo Bisiani, Michele Frangilli, Ilario di Buò ITA Butch Johnson, Rod White, Vic Wunderle USA 1996 Justin Huish, Butch Johnson, Rod White USA 251-249 Jang Yong-ho, Kim Bo-ram, Oh Kyo-moon KOR Matteo Bisiani, Michele Frangilli, Andrea Parenti ITA 1992 Juan Holgado, Alfonso Menendez, Antonio Vazquez ESP 238-236 Ismo Falck, Jari Lipponen, Tomi Poikolainen FIN Steven Hallard, Richard Priestman, Simon Terry GBR
Year Gold CNT Mark Silver CNT Mark Bronze CNT Mark 1988 Chun In-soo, Lee Han-sup, Park Sung-soo KOR 986 Jay Barrs, Richard McKinney, Darrell Pace USA 972 Steven Hallard, Richard Priestman, Leroy Watson GBR 968
Medal Table
Ps Country CNT GD SV BZ TOT 1. South Korea KOR 10 4 3 17 2. United States USA 6 6 2 14 3. Italy ITA 2 3 3 8 4. France FRA 1 2 0 3 5. Finland FIN 1 1 1 3 6. Australia AUS 1 0 2 3 7. Ukraine UKR 1 0 1 2 . Turkey TUR 1 0 1 2 9. Spain ESP 1 0 0 1 10. Japan JPN 0 3 3 6 11. Sweden SWE 0 2 0 2 12. Soviet Union URS 0 1 1 2 13. Chinese Taipei TPE 0 2 0 2 14. Great Britain GBR 0 0 3 3 15. China CHN 0 0 2 2 16. Netherlands NED 0 0 1 1 . Russia RUS 0 0 1 1 17 TOTAL 24 24 24 72
Individual Medal Table
Ps Name GD SV BZ Medal Details 1. Kim Woo-jin, KOR 4 0 0 IND: 24; TM: 16-20-24 // None // None 2. Darrell Pace, USA 2 1 0 IND: 76-84 // TM: 88 // None . Jang Yong-Ho, KOR 2 1 0 TM: 00-04 // TM: 96 // None . Park Kyung-Mo, KOR 2 1 0 TM: 04-08 // IND: 08 // None . Marco Galiazzo, ITA 2 1 0 IND: 04; TM: 12 // TM: 08 // None 6. Im Dong-Hyun, KOR 2 0 1 TM: 04-08 // None // TM: 12 . Oh Jin-hyek, KOR 2 0 1 IND: 12; TM: 20 // None // TM: 12
Individual Medal Table (1900-1920)
Ps Name GD SV BZ Medal Details . Hubert van Innis, BEL 6 3 0 00: CORDON33-CHAPELET33; 20: MOV28-MOV33-TM33-TM50 // 00: CORDON50; 20: MOV50-TM28 // None . Edmond Cloetens, BEL 3 0 0 20: FIX L-TM FIX L-TM FIX S // None // None . Edmond van Moer, BEL 3 0 0 20: FIX S-TM FIX L-TM FIX S // None // None
*: LIST OF ABBREVIATIONS
IND: Individual
TM: Team Competition
Go To
|
||||||||
410
|
dbpedia
|
3
| 39
|
https://www.nytimes.com/interactive/2016/08/08/sports/olympics/history-olympic-dominance-charts.html
|
en
|
A Visual History of Which Countries Have Dominated the Summer Olympics
|
[
"https://static01.nyt.com/newsgraphics/2016/08/04/rio-olympics-2016-nav/assets/rio-logo-286.svg",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/e5ccbef9b5333a2f3ed5302f806e6e16d1b2918a/top-chart-wide.png",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/sprinting.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/middle-distance-running.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/long-distance-running.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/jumping.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/throwing.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/swimming.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/diving.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/gymnastics-women-.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/gymnastics-men-.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/wrestling.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/boxing.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/rowing.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/cycling.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/fencing.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/weightlifting.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/shooting.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/canoeing.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/equestrianism.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/sailing.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/race-walking.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/archery.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/badminton.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/basketball.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/beach-volleyball.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/football.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/handball.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/hockey.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/judo.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/modern-pentathlon.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/rhythmic-gymnastics.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/synchronized-swimming.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/table-tennis.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/taekwondo.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/trampolining.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/tennis.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/triathlon.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/volleyball.png?v=12",
"https://static01.nyt.com/newsgraphics/2016/07/11/olympics-streamgraphs/assets/png/polo-water-polo.png?v=12"
] |
[] |
[] |
[
"Olympic Games",
"Olympic Games (2016)",
"Athletics and Sports",
"Swimming",
"Diving (Sports Event)",
"Wrestling"
] | null |
[
"GREGOR AISCH",
"LARRY BUCHANAN",
"GREGOR AISCH and",
"www.nytimes.com",
"gregor-aisch",
"larry-buchanan"
] |
2016-08-08T00:00:00
|
The account of which countries have dominated the Summer Olympics is also a snapshot of modern history.
|
en
|
https://static01.nyt.com/favicon.ico
|
https://www.nytimes.com/interactive/2016/08/08/sports/olympics/history-olympic-dominance-charts.html
|
United States
boycott of the 1980
Olympics in Moscow
Soviet Union boycott of the
’84 Olympics in Los Angeles
United States
China
Unified
Team
Russia
Soviet Union
United States
U.S.
Nazi
Germany
Britain
East Germany
No
Olympic
Games
held
during
World
War II
Australia
Britain
France
France
Italy
World
War I
Other countries in Europe
1956 Melbourne & Stockholm
1932 Los Angeles
1984 Los Angeles
1968 Mexico City
1928 Amsterdam
1912 Stockholm
1992 Barcelona
Africa
1976 Montreal
1904 St. Louis
1980 Moscow
1920 Antwerp
1952 Helsinki
1972 Munich
1908 London
1948 London
2000 Sydney
1996 Atlanta
1896 Athens
1906 Athens
2004 Athens
2008 Beijing
South America
1960 Rome
1936 Berlin
1964 Tokyo
1988 Seoul
1900 Paris
1924 Paris
2016 Rio
2012
1916
1940
1944
Just 10 countries — the United States, Australia and eight European nations — earned medals in the first modern Games, in Athens in 1896. More than 100 years later, in Rio, there were 87 medal-winning nations, from Algeria to Vietnam.
Tracing the rise and fall of each country’s medal count over time — represented in the undulating ribbons in the chart above — is to observe more than just the story of the Olympic Games. It is also a snapshot of modern history: The world pauses for war; countries rise, fall and acquire new names; the United States and the Soviet Union grow in strength during the Cold War; China emerges as a global player.
But the totals mask interesting patterns in individual events, where the medal counts mostly reflect more concentrated efforts from fewer nations. For most countries, specialization is the rule, not the exception. The British excel at track cycling. Kenya and Ethiopia dominate distance running. China owns badminton and table tennis (and its list is growing). Viewing the medal count by sport reveals these patterns, offering deeper insight into how the Games have changed as they have grown.
Below, the medal counts by discipline since 1896.
Running
Archie Hahn, known as The Milwaukee Meteor, kicked off America’s early sprinting dominance by winning a haul of golds in 1904 and ’06, later writing a book called “How to Sprint” (really). Since then, United States sprinters have won 26 out of 47 gold medals in the 100 meter. Jamaica dominated sprinting in Rio, and became the first country to win as many gold medals as the United States in a single Olympics. It is an impressive tally for a country with about as many people as Brooklyn. But outside sprinting, Jamaica did not win medals in any other event.
100m, 200m, 400m, 110m hurdles, 400m hurdles, 4x100m relay and 4x400m relay.
Kenya owns middle-distance running. Straight golds (and usually silver, too) in the 3,000-meter men’s steeplechase since 1984.
800m, 1,500m, 3,000m steeplechase
Abebe Bikila’s barefoot marathon win at the 1960 games in Rome was Ethiopia’s first medal and the country hasn’t looked back, winning more than 25 medals in long-distance running since then. Between 1912 and 1936, though, Finland — known as the “Flyin’ Finns” — owned distance running. Bikila’s coach was Finnish.
5km, 10km, marathon
In Rio, however, Ethiopia’s long distance gold medal run took a hit. Kenya won gold in both marathons and the women’s 5-kilometer event, and Britain’s Mohamed Farah repeated his 2012 London performance with gold medals in the men’s 5K and 10K.
Jumping
Russia and the United States sit atop the jumping leaderboard. The legendary American Carl Lewis won four straight golds in long jump (’84, ’88, ’92 and ’96). The American triple jumper Christian Taylor won gold in Rio, one of seven jumping medals won by the United States this year. With all but one of its track and field athletes banned from Rio, Russia’s decades-long jumping medal run ended in 2016.
High jump, long jump, triple jump, and pole vault
Throwing
The throwing events used to be close competitions between the Soviet Union and the United States. But in the last 20 years, most medals were won by German athletes like Christoph Harting, who won the gold in discus in Rio – following in the footsteps of his brother, and three-time world champion, Robert Harting.
Discus throw, hammer throw, javelin throw and shot put
Swimming
Over the history of the Olympics, American athletes have dominated swimming. The height of East Germany’s swimming success was winning 42 medals at the 1980 Summer Games in Moscow, which 65 countries boycotted, including the United States. East Germany’s accomplishment was further diminished after revelations that its athletes were caught up in a state-funded doping program. More recently, Australia has been catching up.
All swimming events, except 10km open water and synchronized swimming
The total number of swimming events has also grown with time -- mostly. Derided as being neither graceful nor interesting to watch and for “placing the premium as it does upon blubber rather than upon speed, strength, endurance,” the plunge for distance event, where athletes plunged as deep as they could, did not make the cut for long: It appeared only once, at the 1904 Olympics in St. Louis.
Diving
After decades of American dominance, Chinese divers have overwhelmingly claimed the top spots on the podium in diving events in recent Olympics. With the addition of synchronized diving in 2000, China’s medal count in diving has been growing even faster.
Gymnastics
The Soviet Union was a women’s gymnastics powerhouse with all golds in the team competition from 1952 to 1980. The sport made its Olympic debut in 1928 as team-only event. Four individual events were added in 1952. The United States has won medals in the last six olympics, taking the team gold three times, with the Magnificent Seven in 1996, the Fierce Five in 2012 and the Final Five in 2016.
All women’s gymnastics events
Romania has also been consistently in the mix, earning medals in the team competition in every olympics since 1976. But that run has already ended this year. The team failed to qualify and only sent one gymnast to Rio.
Men’s gymnastics has traditionally been dominated by Russia (and the Soviet Union). Japan’s team has fallen from its former glory of the 1960s and ’70s. Since 1990, China has won the most gold medals, but the team disappointed in Rio.
All men’s gymnastics events
Wrestling
As they did in long distance running, Finnish athletes dominated wrestling before World War II (with some good competition from Sweden). Since the 1950s, however, the Soviet Union/Russia has led the medal count. Women’s wrestling was added in 2004 and is dominated by Japan (11 out of 44 medals). Iran had a successful 2012 games, bringing home six medals in wrestling.
Boxing
While the United States is still leads in the total medal count for boxing, Cuba has won the most medals since 1960, including 34 golds. But Cuba’s run might end in 2020 because of a recent decision to open up Olympic boxing to pro athletes.
Rowing
Rowing has been dominated by German athletes for decades, followed closely by the United States. Britain is catching up quickly, though, and has won more medals in the sport than any other country in the last 20 years.
Cycling
Cycling events are largely dominated by European athletes, with France, Germany, Britain and Italy taking the top four spots. The British cyclist Chris Froome, who has won the Tour de France three times since 2013, was a candidate for gold in Rio but ended up with bronze.
Fencing
Speaking of European dominance: Italy, France and Hungary have dominated fencing for as long as it has been an Olympic sport. Russia’s fencing team had a strong showing in Rio.
Weight Lifting
Weight Lifting was another area for intense competition between the United States and the Soviet Union during the Cold War. Recently, China has been cleaning up, winning 25 out of 70 gold medals since 1996.
Shooting
Another sport in which Chinese athletes currently excel is shooting. The number of shooting events was reduced to ten after the United States team won 13 out of 21 gold medals in 1920.
Canoeing and Kayaking
Canoeing and kayaking first appeared at the Olympics in the 1936 Summer Games in Berlin. Many nations are competitive, but Germany is almost always on the podium.
Equestrian
With the most Olympic gold medals in the sport, Germany is one of the most successful equestrian nations in the world.
Sailing
Living up to its reputation as a nation of proficient sailors, Britain has won 26 gold medals in the long history of Olympic sailing.
Racewalking
Racewalking, of all things, was at the epicenter the Olympic doping problems. With most Russian track and field athletes banned in Rio, China was able to expand its dominance.
|
|||||
410
|
dbpedia
|
0
| 83
|
https://www.nytimes.com/athletic/5679291/2024/08/04/uswnt-olympics-boxing-gender-the-pulse/
|
en
|
USWNT’s perilous Olympic marathon, plus a boxing controversy explained
|
[
"https://cdn-league-logos.theathletic.com/cdn-cgi/image/width=32%2cformat=auto%2cquality=75/https://cdn-league-logos.theathletic.com/league-42-color@2x.png 1x, https://cdn-league-logos.theathletic.com/cdn-cgi/image/width=48%2cformat=auto%2cquality=75/https://cdn-league-logos.theathletic.com/league-42-color@2x.png 2x",
"https://cdn.theathletic.com/cdn-cgi/image/width=600%2cformat=auto%2cquality=75/https://cdn.theathletic.com/app/uploads/2024/08/04012827/USATSI_23901347-1024x683.jpg 600w, https://cdn.theathletic.com/cdn-cgi/image/width=770%2cformat=auto%2cquality=75/https://cdn.theathletic.com/app/uploads/2024/08/04012827/USATSI_23901347-1024x683.jpg 770w, https://cdn.theathletic.com/cdn-cgi/image/width=1000%2cformat=auto%2cquality=75/https://cdn.theathletic.com/app/uploads/2024/08/04012827/USATSI_23901347-1024x683.jpg 1000w, https://cdn.theathletic.com/cdn-cgi/image/width=1248%2cformat=auto%2cquality=75/https://cdn.theathletic.com/app/uploads/2024/08/04012827/USATSI_23901347-1024x683.jpg 1248w, https://cdn.theathletic.com/cdn-cgi/image/width=1440%2cformat=auto%2cquality=75/https://cdn.theathletic.com/app/uploads/2024/08/04012827/USATSI_23901347-1024x683.jpg 1440w, https://cdn.theathletic.com/cdn-cgi/image/width=1920%2cformat=auto%2cquality=75/https://cdn.theathletic.com/app/uploads/2024/08/04012827/USATSI_23901347-1024x683.jpg 1920w",
"https://cdn.theathletic.com/app/uploads/2024/08/04012156/USATSI_23901591-1-scaled.jpg",
"https://cdn.theathletic.com/cdn-cgi/image/width=128%2cformat=auto%2cquality=75/https://cdn.theathletic.com/app/uploads/2022/06/07132616/Hart-Torrey-Headshot-121321.png 1x, https://cdn.theathletic.com/cdn-cgi/image/width=256%2cformat=auto%2cquality=75/https://cdn.theathletic.com/app/uploads/2022/06/07132616/Hart-Torrey-Headshot-121321.png 2x"
] |
[] |
[] |
[
"Olympics"
] | null |
[
"Torrey Hart"
] |
2024-08-04T00:00:00
|
Welcome to The Pulse, The Athletic's daily sports newsletter.
|
en
|
The Athletic
|
https://www.nytimes.com/athletic/5679291/2024/08/04/uswnt-olympics-boxing-gender-the-pulse/
|
Three Questions: Prepping for the Olympics’ stretch run
Our Nicole Auerbach has been busy over the last couple weeks in Paris. She’s led our coverage of swimming, but also chimed in on tennis, gymnastics and more. As we dive into week two of the Olympics, I snagged her for a quick Q&A to set the scene.
On Friday, we shared your story on Team USA’s first-week gold-medal slump. Any predictions for how the final overall count shakes out?
Nicole: I think Team USA will ultimately be fine, once track completes. I even think the Americans will end up with more gold medals in the pool than the Aussies, assuming the medley relays go OK on Sunday night. But it definitely was a weird first week, and I keep thinking how much worse it would have been if Team USA didn’t have Simone Biles or Katie Ledecky. Things would be very, very dire. Thank God for these women.
Some sports haven’t even started yet! What are the top storylines you’re keeping an eye on this week?
Nicole: I’ve been extremely pool-focused, but I’m excited to zoom out next week and watch basketball play its medal rounds here in Paris. I can’t wait to see meaningful beach volleyball matches in front of the Eiffel Tower. And I’m intrigued by the debut of breaking — as well as the continuation of kayak cross, which might be the greatest sport ever invented??
The Olympics seem like an exhilarating and exhausting event to cover. Can you share a rose and a thorn from your experience so far?
Nicole: How much time do you have? I could answer this question in a million different ways. The worst part is the transit and travel; everything is far away from everything else. You have to plan meticulously, and you’re still going to be totally spent by the end of the day. But it’s worth it. And I’d say the coolest part of this particular Olympics has been a predominantly French crowd watching its hero Léon Marchand swim a race. It is unlike anything else I’ve ever experienced at a live sporting event. My favorite part of my favorite experience is when he swims breaststroke — the fans all yelp in unison every time he pops his head up. I’ll never forget it.
Thanks, Nicole! You can follow her coverage here.
Pulse Picks
A fun read from Brendan Quinn: Nothing lasts forever — except Teddy Riner, French Olympic judo superstar.
Scott Dochterman went in-depth on UCLA, a proud athletic department whose lack of recent football success makes it stick out among the Big Ten’s four West Coast newcomers.
Team USA’s 3×3 basketball teams had a rocky start in Paris. Sabreena Merchant and Ben Pickman discussed why that’s the case and offered thoughts on how future rosters should be picked.
Sam Amick and a basketball aficionado by the name of LeBron James shared their Olympic men’s basketball power rankings.
The White Sox have lost 19 straight games. Here’s a by-the-numbers look at their unfortunate streak. (The single-season record: 26, by the 1889 Louisville Colonels.)
Most-clicked in the newsletter Friday: David Aldridge’s fun piece on Simone Biles cementing her legend in Thursday’s all-around final — and rocking a diamond-encrusted goat necklace.
Most-read on the website yesterday: Audrey Snyder’s roundup of great anecdotes about Stephen Nedoroscik, as told by former teammates, coaches and supporters.
Top podcast in The Athletic network: On the latest Full Time podcast, Tamerra Griffin and Steph Yang react to the USWNT’s win over Japan as well as break down all 531 minutes of exhausting Olympic quarterfinal action.
Sign up for our other newsletters:
|
|||||
8535
|
dbpedia
|
0
| 5
|
https://prabook.com/web/seyran.khatlamajyan/1879960
|
en
|
Seyran Khatlamajyan
|
[
"https://www.facebook.com/tr?id=954281624993604&ev=PageView &noscript=1",
"https://prabook.com/web/img/banner_top_green.gif",
"https://prabook.com/web/img/veterans/veterans-logo.png",
"https://prabook.com/web/show-photo-icon.jpg?id=2294576&width=220&cache=false",
"https://prabook.com/web/assets/ajax-loader.gif",
"https://prabook.com/web/img/loading.gif",
"https://prabook.com/web/show-photo.jpg?id=2294576&cache=false",
"https://prabook.com/web/show-photo-icon.jpg?id=2294576&width=220&cache=false",
"https://prabook.com/web/img/map-stock.png"
] |
[] |
[] |
[
"Seyran Khatlamajyan profile Rostov-on-Don",
"Russia"
] | null |
[] | null |
Seiran Khatlamadjian was a prominent Armenian painter, graphic artist, and public figure.
|
en
|
https://prabook.com/web/seyran.khatlamajyan/1879960
|
Education
In 1953 he entered Mitrofan Grekov School of Art in Rostov-on-Don and graduated from the School in 1959 with honors. Then Seiran Khatlamadjian moved to Yerevan, Armenia and enrolled in 1959 in Yerevan Fine Arts and Theater Institute, graduated from it in 1964.
Career
He is considered as one of the founding fathers of the Armenian abstract art movement. Seiran Khatlamadjian born April 20, 1937 in the village of Chaltyr near Rostov-on-Don. Since childhood, Seiran was fascinated by drawing and at the age of 14 starts his study at children"s art school in Rostov-on-Don.
Seiran Khatamaladjian"s years of his student life in the capital of Armenia were marked by his active involvement in social and cultural issues.
|
||||||
8535
|
dbpedia
|
1
| 0
|
https://www.facebook.com/armenianart/photos/seiran-khatlamadjian-armenian-%25D5%25BD%25D5%25A5%25D5%25B5%25D6%2580%25D5%25A1%25D5%25B6-%25D5%25AD%25D5%25A1%25D5%25A9%25D5%25AC%25D5%25A1%25D5%25B4%25D5%25A1%25D5%25BB%25D5%25B5%25D5%25A1%25D5%25B6-or-%25D5%25BD%25D5%25A7%25D5%25B5%25D6%2580%25D5%25A1%25D5%25B6-%25D5%25AD%25D5%25A1%25D5%25A9%25D5%25AC%25D5%25A1%25D5%25B4%25D5%25A1%25D5%25B3%25D5%25A5%25D5%25A1%25D5%25B6-april-20-/516115818504777/
|
en
|
Facebook
|
https://static.xx.fbcdn.net/rsrc.php/yv/r/B8BxsscfVBr.ico
|
https://static.xx.fbcdn.net/rsrc.php/yv/r/B8BxsscfVBr.ico
|
[
"https://facebook.com/security/hsts-pixel.gif?c=3.2"
] |
[] |
[] |
[
""
] | null |
[] | null |
Sieh dir auf Facebook Beiträge, Fotos und vieles mehr an.
|
de
|
https://static.xx.fbcdn.net/rsrc.php/yv/r/B8BxsscfVBr.ico
|
https://www.facebook.com/login/
| ||||
8535
|
dbpedia
|
0
| 9
|
https://www.facebook.com/armenianart/
|
en
|
Facebook
|
https://static.xx.fbcdn.net/rsrc.php/yv/r/B8BxsscfVBr.ico
|
https://static.xx.fbcdn.net/rsrc.php/yv/r/B8BxsscfVBr.ico
|
[
"https://facebook.com/security/hsts-pixel.gif?c=3.2"
] |
[] |
[] |
[
""
] | null |
[] | null |
Sieh dir auf Facebook Beiträge, Fotos und vieles mehr an.
|
de
|
https://static.xx.fbcdn.net/rsrc.php/yv/r/B8BxsscfVBr.ico
|
https://www.facebook.com/login/
| ||||
8535
|
dbpedia
|
3
| 2
|
https://edurank.org/uni/yerevan-state-academy-of-fine-arts/alumni/
|
en
|
14 Notable Alumni of the Yerevan State Academy of Fine Arts
|
[
"https://edurank.org/assets/img/logo.svg",
"https://edurank.org/assets/img/alumni/tigran-tsitoghdzyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/mihran-hakobyan.jpg",
"https://edurank.org/assets/img/flags/azerbaijan-flag.svg",
"https://edurank.org/assets/img/alumni/robert-elibekyan.jpg",
"https://edurank.org/assets/img/flags/georgia-flag.svg",
"https://edurank.org/assets/img/alumni/karen-aghamyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/vruir-galstian.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/seiran-khatlamadjian.jpg",
"https://edurank.org/assets/img/flags/russia-flag.svg",
"https://edurank.org/assets/img/alumni/armine-tumanyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/margarita-matulyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/stella-grigoryan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/suren-safaryan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/hripsime-margaryan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/gagik-siravyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/ara-h-hakobyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/tsolak-mlke-galstyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/logo.svg",
"https://edurank.org/assets/img/misc/info-mail.svg"
] |
[] |
[] |
[
""
] | null |
[
"EduRank"
] |
2021-08-11T10:00:00-08:00
|
Below is the list of 14 notable alumni from the Yerevan State Academy of Fine Arts sorted by their wiki pages popularity. The directory includes famous graduates and former students along with research and academic staff.
|
en
|
/favicon.png
|
EduRank.org - Discover university rankings by location
|
https://edurank.org/uni/yerevan-state-academy-of-fine-arts/alumni/
|
14 Notable alumni of
Yerevan State Academy of Fine Arts
Updated: February 29, 2024
EduRank
The Yerevan State Academy of Fine Arts is 4094th in the world, 1099th in Asia, and 12th in Armenia by aggregated alumni prominence. Below is the list of 14 notable alumni from the Yerevan State Academy of Fine Arts sorted by their wiki pages popularity. The directory includes famous graduates and former students along with research and academic staff.
Tigran Tsitoghdzyan
Born in
Armenia
Years
1976-.. (age 48)
Occupations
painter
Biography
Tigran Tsitoghdzyan is an Armenian, New York City based painter born in 1976.
Mihran Hakobjan
Born in
Azerbaijan
Years
1984-.. (age 40)
Enrolled in the Yerevan State Academy of Fine Arts
Studied in 2000-2006
Occupations
paintersculptorfilm director
Biography
Mihran Hakobyan is an Armenian sculptor. He created the 2014 Wikipedia Monument in Słubice, the first one of its type.
Robert Elibekyan
Born in
Georgia
Years
1941-.. (age 83)
Occupations
painter
Biography
Robert Elibekyan is an Armenian painter.
Karen Aghamyan
Born in
Armenia
Years
1946-.. (age 78)
Occupations
painter
Biography
Karen Aghamyan is an Armenian painter. He has served as President of the Artists' Union of Armenia since 1998.
Vruir Galstian
Born in
Armenia
Years
1924-1996 (aged 72)
Occupations
painter
Biography
Vruir Yezekiel Galstian was an Armenian painter.
Seyran Khatlamajyan
Born in
Russia
Years
1937-1994 (aged 57)
Occupations
painterpublic figuregraphic artist
Biography
Seiran Khatlamadjian was a prominent Armenian painter, graphic artist, and public figure. He is considered as one of the founding fathers of the Armenian abstract art movement.
Armine Toumanyan
Born in
Armenia
Years
1975-.. (age 49)
Occupations
designerpainter
Biography
Armine A. Tumanyan, Armenian painter, designer, coordinator of painting exhibitions. Member of the Artists' Union of Armenia, Head of Tavush Branch, Director of Tavush Spiritual Revival Foundation.
Margarita Matulyan
Born in
Armenia
Years
1985-.. (age 39)
Enrolled in the Yerevan State Academy of Fine Arts
Studied in 2002-2007
Occupations
sculptor
Biography
Margarita Matulyan is an Armenian artist and sculptor.
Stella Grigoryan
Born in
Armenia
Years
1989-.. (age 35)
Occupations
paintersculptorteacher
Biography
Stella Grigoryan is an Armenian artist, sculptor, teacher.
Suren Safaryan
Born in
Armenia
Years
1983-.. (age 41)
Occupations
painter
Biography
Suren Safaryan, also known as Safar, is an Armenian artist.
Hripsime Margaryan
Born in
Armenia
Years
1975-.. (age 49)
Occupations
painter
Biography
Hripsime Margaryan is an Armenian artist.
Gagik Siravyan
Born in
Armenia
Years
1970-.. (age 54)
Occupations
painter
Biography
Gagik Siravyan, is an Armenian artist.
Ara Hakobyan
Born in
Armenia
Years
1973-.. (age 51)
Enrolled in the Yerevan State Academy of Fine Arts
Studied in 1990-1997
Occupations
painter
Biography
Ara H. Hakobyan, is an Armenian artist, art critic. Doctor of Sciences (Arts) (2017), Professor (2018). Member of Artist Union of the Republic of Armenian (1999).
Tsolak Mlke-Galstyan
Born in
Armenia
Years
1984-.. (age 40)
Enrolled in the Yerevan State Academy of Fine Arts
Studied in 2001-2007
Occupations
choreographerpainterplaywright
Biography
Tsolak Mlke-Galstyan is an Armenian dancer, stage actor, choreographer, and stage manager. He is the co-founder and art director of MIHR Theatre.
|
||||
8535
|
dbpedia
|
0
| 8
|
https://commons.wikimedia.org/wiki/Category:Seyran_Khatlamajyan
|
en
|
Category:Seyran Khatlamajyan
|
[
"https://upload.wikimedia.org/wikipedia/commons/thumb/5/5e/Seyran_Khatlamajyan_near_his_fresco_1967.jpg/230px-Seyran_Khatlamajyan_near_his_fresco_1967.jpg",
"https://upload.wikimedia.org/wikipedia/commons/thumb/8/80/Wikipedia-logo-v2.svg/16px-Wikipedia-logo-v2.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/f/ff/Wikidata-logo.svg/20px-Wikidata-logo.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/7/73/Blue_pencil.svg/15px-Blue_pencil.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/5/5e/Seyran_Khatlamajyan_near_his_fresco_1967.jpg/120px-Seyran_Khatlamajyan_near_his_fresco_1967.jpg",
"https://login.wikimedia.org/wiki/Special:CentralAutoLogin/start?type=1x1",
"https://commons.wikimedia.org/static/images/footer/wikimedia-button.svg",
"https://commons.wikimedia.org/static/images/footer/poweredby_mediawiki.svg"
] |
[] |
[] |
[
""
] | null |
[] | null |
en
|
/static/apple-touch/commons.png
|
https://commons.wikimedia.org/wiki/Category:Seyran_Khatlamajyan
|
Media in category "Seyran Khatlamajyan"
This category contains only the following file.
|
||||||
8535
|
dbpedia
|
1
| 1
|
https://en.wikipedia.org/wiki/Category:Abstract_painters
|
en
|
Category:Abstract painters
|
https://en.wikipedia.org/static/favicon/wikipedia.ico
|
https://en.wikipedia.org/static/favicon/wikipedia.ico
|
[
"https://en.wikipedia.org/static/images/icons/wikipedia.png",
"https://en.wikipedia.org/static/images/mobile/copyright/wikipedia-wordmark-en.svg",
"https://en.wikipedia.org/static/images/mobile/copyright/wikipedia-tagline-en.svg",
"https://upload.wikimedia.org/wikipedia/en/thumb/4/4a/Commons-logo.svg/30px-Commons-logo.svg.png",
"https://login.wikimedia.org/wiki/Special:CentralAutoLogin/start?type=1x1",
"https://en.wikipedia.org/static/images/footer/wikimedia-button.svg",
"https://en.wikipedia.org/static/images/footer/poweredby_mediawiki.svg"
] |
[] |
[] |
[
""
] | null |
[] | null |
en
|
/static/apple-touch/wikipedia.png
|
https://en.wikipedia.org/wiki/Category:Abstract_painters
| |||||
8535
|
dbpedia
|
1
| 6
|
https://www.yumpu.com/en/document/view/11464561/cardinal-discusses-brotherly-ties-with-armenian-church
|
en
|
Cardinal Discusses 'Brotherly Ties' with Armenian Church
|
[
"https://assets.yumpu.com/release/ou6ZPgO72P294QN/v5/img/logo/Yumpu_Logo_RGB.png",
"https://assets.yumpu.com/release/ou6ZPgO72P294QN/v5/img/account/document_privacy_modal/step1.png",
"https://assets.yumpu.com/release/ou6ZPgO72P294QN/v5/img/account/document_privacy_modal/step2.png",
"https://img.yumpu.com/11464561/1/500x640/cardinal-discusses-brotherly-ties-with-armenian-church.jpg",
"https://assets.yumpu.com/v4/img/avatar/female-200x200.jpg",
"https://img.yumpu.com/51476223/1/167x260/the-armenian-mirror-spectator-august-17-2013.jpg?quality=85",
"https://img.yumpu.com/15759046/1/167x260/during-visit-to-armenia-sarkozy-urges-ankara-to-armenian-mirror-.jpg?quality=85",
"https://img.yumpu.com/15714044/1/167x260/the-armenian-mirror-spectator-february-4-2012.jpg?quality=85",
"https://img.yumpu.com/12100820/1/169x260/the-armenian-mirror-spectator-february-2-2013.jpg?quality=85",
"https://img.yumpu.com/11464723/1/167x260/writers-honored-armenian-mirror-spectator.jpg?quality=85",
"https://img.yumpu.com/11464656/1/169x260/seeroon-in-la-obama-congratulates-armenian-president.jpg?quality=85",
"https://img.yumpu.com/9868852/1/169x260/the-armenian-mirror-spectator-january-12-2013.jpg?quality=85",
"https://img.yumpu.com/9830858/1/169x260/gutenberg-exhibit-armenian-mirror-spectator.jpg?quality=85",
"https://img.yumpu.com/7940939/1/167x260/inspirational-vergin-mazmanian-103-dies-bipartisan-genocide-.jpg?quality=85",
"https://img.yumpu.com/7390699/1/169x260/lens-trained-rebirth-concert-in-nyc-unites-community-.jpg?quality=85",
"https://img.yumpu.com/6927330/1/169x260/police-urged-to-show-neutrality-in-elections-armenian-mirror-.jpg?quality=85",
"https://img.yumpu.com/5187628/1/167x260/news-inbrief-armenian-mirror-spectator.jpg?quality=85",
"https://assets.yumpu.com/release/ou6ZPgO72P294QN/v5/img/logo/yumpu-footer2x.png",
"https://assets.yumpu.com/v5/img/footer/worldmap-retina.png"
] |
[] |
[] |
[
"mirrorspectator.com",
"armenian",
"armenia",
"armenians",
"genocide",
"costikyan",
"chairman",
"yerevan",
"turkish",
"studies",
"yuroz",
"cardinal",
"discusses",
"mirrorspectator.com"
] | null |
[
"Yumpu.com"
] | null |
Cardinal Discusses 'Brotherly Ties' with Armenian Church
|
en
|
yumpu.com
|
https://www.yumpu.com/en/document/view/11464561/cardinal-discusses-brotherly-ties-with-armenian-church
|
Mirror-Spectator By Aram Arkun Mirror-Spectator Staff THE ARMENIAN Volume LXXXIII, NO. 1, Issue 4246 NEW YORK — Dr. Taner Akçam, in an interview <strong>with</strong> the <strong>Armenian</strong> Mirror- Spectator after receiving the Man of the Year Award from the Knights of Vartan in on July 7 (see story below), expanded on some points of his speech and made interesting new observations on the course of Turkish-<strong>Armenian</strong> relations and the <strong>Armenian</strong> Genocide. Akçam is the Robert Aram, Marianne Kaloosdian, and Stephen and Marion Mugar Chair in <strong>Armenian</strong> Genocide Studies at Clark University. He said that the turning point in his relationship <strong>with</strong> <strong>Armenian</strong>s was the publica- J U LY 2 1 , 2 0 1 2 tion of his book, A Shameful Act, in 2006. The appearance of this book led him to become the target of an organized hate campaign coordinated from Ankara by the paramilitary semisecret organization Ergenekon. This in turn seems to have helped dissipate fears and suspicions about him <strong>with</strong>in <strong>Armenian</strong> communities in the diaspora. Akçam said that of course he also has changed in the past 20 years, especially politically. He gave an example of how he is now more open and relaxed than before: “When I first came to the United States, in 2002 or 2003, an <strong>Armenian</strong> group in New York wanted to give me an award. I declined. I was scared. Also, I was very careful not to make certain political demands, such as the recognition of the <strong>Armenian</strong> In OOur 80tthh YYeaarr The First English Language <strong>Armenian</strong> Weekly in the United States Since 1932 Prof. Akçam Muses on Turkish- <strong>Armenian</strong> Relations and Genocide NAASR Founding Chairman Manoog Young Dies BELMONT, Mass. — Manoog Soghomon Young of Belmont, the founding chairman of the National Association for <strong>Armenian</strong> Studies and Research (NAASR) and its chairman until 2001, died on Tuesday, July 3, at the age of 94. He is survived by his wife of 49 years Barbara (Johnson) Young, children Armen Young of Littleton, Mass., and Adrina Young Gobbi of North Billerica, Mass., and grandchildren Jake and Mariah Gobbi and Christopher and Lauren Young. Prof. Gerard J. Libaridian has aptly called Young “the father of the <strong>Armenian</strong> Studies movement,” and this begins to give a sense of Young’s role in ushering into existence the field of <strong>Armenian</strong> Studies in America and his half-century working to advance it. One of the founders of NAASR, which led the effort Manoog Young in 1995 in the 1950s and 1960s to establish permanent programs in <strong>Armenian</strong> Studies at American institutions of higher learning, starting <strong>with</strong> Harvard University, Young served as chairman of the Board of Directors from its inception in 1955 until 2001. During these decades both NAASR and the field of <strong>Armenian</strong> Studies continued to evolve and expand. see YOUNG, page 6 YEREVAN (Hetq) — Parliament member Ruben Hayrapetyan announced his resignation from parliament last week out of a sense of “moral responsibility” he feels over the June 17 beating of military physicians at the Harsnakar Restaurant he owns on the outskirts of Yerevan. The army doctors were beaten by restaurant employees and a personal bodyguard of Hayrapetyan. One of the physicians, Vahe Avetyan, never regained consciousness and died in a hospital a few days later. “I would give everything to have been there on that terrible evening and stopped the tragedy <strong>with</strong> my own hands. I would give everything to be able to turn the clock back. But I can’t,” said the tycoon, who has the nickname Nemetz Rubo, in his public resignation from the parliament. The move comes after a wave of public protest, both in the streets and on the internet, charging Hayrapetyan <strong>with</strong> creating an environment in which such a savage attack was possible and demanding that he resign. There is an on-line petition calling on UEFA and FIFA to call for Hayrapetyan’s resignation as the president of Armenia’s Football Federation. “I should have prevented such a tragedy but wasn’t able to. Such incidents should not be possible in establishments owned by see RESIGNATION, page 3 $ 2.00 Dr. Taner Akçam receives the Man of the Year Award from Dr. Dennis Papazian. Genocide by the Turkish government. … I was cautious and scared because of the attacks against me. I tried not to be a public intellectual but a simple academic as much as possible.” see AKÇAM, page 9 Knights Honor Taner Akçam, Ragip Zarakolu at New York Convocation By Florence Avakian Special to the Mirror-Spectator NEW YORK — For the first time in its nearly 100-year history, the Knights of Vartan honored two internationally distinguished men of Turkish origin — Dr. Taner Akçam and Ragip Zarakolu — <strong>with</strong> the “Men of the Year” awards. This unique event took place at the conclusion of the 94th annual Knights of Vartan Grand Lodge convocation in the ballroom of New York City’s Marriott Downtown Hotel during a banquet on Saturday, July 7. The gala event capped the almost weeklong convocation of the Knights and Daughters of Vartan, under the General Chairmanship of Antranik Platyan. Among see CONVOCATION, page 9 Hayrapetyan Resigns from Parliament Following Death of Beating Victim Ruben Hayrapetyan NEWS INBRIEF <strong>Cardinal</strong> <strong>Discusses</strong> ‘Brotherly Ties’ <strong>with</strong> <strong>Armenian</strong> <strong>Church</strong> ECHMIADZIN (RFE/RL) — A high-ranking envoy of Pope Benedict XVI called for the strengthening of “brotherly relations” between the Roman Catholic and <strong>Armenian</strong> Apostolic <strong>Church</strong>es during a visit on Monday. <strong>Cardinal</strong> Leonardo Sandri, prefect of the Catholic Congregation for Eastern <strong>Church</strong>es, met <strong>with</strong> Catholicos Karekin II, the supreme head of the <strong>Armenian</strong> <strong>Church</strong>, at his official residence in Echmiadzin. “<strong>Cardinal</strong> Sandri … addressed the Roman Catholic <strong>Church</strong>’s brotherly relations <strong>with</strong> the <strong>Armenian</strong> <strong>Church</strong>, expressing hope that they will become even closer and deeper,” read a statement issued by Karekin’s press office. It said Sandri, whose congregation oversees Catholic communities in Eastern Europe and the Middle East, passed on Benedict’s “warm greetings” to the top <strong>Armenian</strong> cleric. Karekin, for his part, spoke of his “brotherly love” for the pontiff and “particular warmness” between the two “sister churches.” “His Holiness emphasized <strong>with</strong> satisfaction the importance of the existing productive cooperation between the [<strong>Armenian</strong>] Mother See and the Vatican in the educational and social spheres,” said the statement. Sandri was scheduled to meet <strong>with</strong> Foreign Minister Eduard Nalbandian on Tuesday. The cardinal was accompanied by Archbishop Rafael Minasian, the spiritual leader of the <strong>Armenian</strong> Catholic minorities in Armenia, Georgia and Eastern Europe. Turkey PM Calls Syria Massacres ‘Genocide’ ANAKARA (AP, DPA) — Turkey’s prime minister has warned Syrian leaders that the Syrian people will “make them pay” for massacres like the reported killing of dozens in a farming village by government forces this week. Recep Tayyip Erdogan calls the killings an attempted “genocide” and says such acts of violence are “the footsteps of a regime that is on its way out.” World leaders have heaped criticism on President Bashar Assad’s regime for the mass killings Thursday in the village of Tremseh. Activists say they have confirmed the deaths of more than 150 people at the hands of regime forces. Many more remain missing. The government says 50 were killed but denies its troops caused the deaths. Also on Saturday, opposition activists reported that at least 12 people were killed Saturday when a car bomb exploded in central Syria. Fifteen others were injured in the attack, which occurred in the district of al-Karameh in the central province of Hama, they added. INSIDE 65 Years Of Service Page 5 INDEX Arts and Living . . . . . . . . . . . . . . . . . . . 10 Armenia . . . . . . . . . . . . . . . . . . . 2, 3 Community News. . . . . . . . . . . . . . . . 5 Editorial . . . . . . . . . . . . . . . . . . . 14 International . . . . . . . . . . . . . . . . . . . . . . .4
|
|||||
8535
|
dbpedia
|
0
| 12
|
https://www.yumpu.com/en/document/view/11464561/cardinal-discusses-brotherly-ties-with-armenian-church
|
en
|
Cardinal Discusses 'Brotherly Ties' with Armenian Church
|
[
"https://assets.yumpu.com/release/ou6ZPgO72P294QN/v5/img/logo/Yumpu_Logo_RGB.png",
"https://assets.yumpu.com/release/ou6ZPgO72P294QN/v5/img/account/document_privacy_modal/step1.png",
"https://assets.yumpu.com/release/ou6ZPgO72P294QN/v5/img/account/document_privacy_modal/step2.png",
"https://img.yumpu.com/11464561/1/500x640/cardinal-discusses-brotherly-ties-with-armenian-church.jpg",
"https://assets.yumpu.com/v4/img/avatar/female-200x200.jpg",
"https://img.yumpu.com/51476223/1/167x260/the-armenian-mirror-spectator-august-17-2013.jpg?quality=85",
"https://img.yumpu.com/15759046/1/167x260/during-visit-to-armenia-sarkozy-urges-ankara-to-armenian-mirror-.jpg?quality=85",
"https://img.yumpu.com/15714044/1/167x260/the-armenian-mirror-spectator-february-4-2012.jpg?quality=85",
"https://img.yumpu.com/12100820/1/169x260/the-armenian-mirror-spectator-february-2-2013.jpg?quality=85",
"https://img.yumpu.com/11464723/1/167x260/writers-honored-armenian-mirror-spectator.jpg?quality=85",
"https://img.yumpu.com/11464656/1/169x260/seeroon-in-la-obama-congratulates-armenian-president.jpg?quality=85",
"https://img.yumpu.com/9868852/1/169x260/the-armenian-mirror-spectator-january-12-2013.jpg?quality=85",
"https://img.yumpu.com/9830858/1/169x260/gutenberg-exhibit-armenian-mirror-spectator.jpg?quality=85",
"https://img.yumpu.com/7940939/1/167x260/inspirational-vergin-mazmanian-103-dies-bipartisan-genocide-.jpg?quality=85",
"https://img.yumpu.com/7390699/1/169x260/lens-trained-rebirth-concert-in-nyc-unites-community-.jpg?quality=85",
"https://img.yumpu.com/6927330/1/169x260/police-urged-to-show-neutrality-in-elections-armenian-mirror-.jpg?quality=85",
"https://img.yumpu.com/5187628/1/167x260/news-inbrief-armenian-mirror-spectator.jpg?quality=85",
"https://assets.yumpu.com/release/ou6ZPgO72P294QN/v5/img/logo/yumpu-footer2x.png",
"https://assets.yumpu.com/v5/img/footer/worldmap-retina.png"
] |
[] |
[] |
[
"mirrorspectator.com",
"armenian",
"armenia",
"armenians",
"genocide",
"costikyan",
"chairman",
"yerevan",
"turkish",
"studies",
"yuroz",
"cardinal",
"discusses",
"mirrorspectator.com"
] | null |
[
"Yumpu.com"
] | null |
Cardinal Discusses 'Brotherly Ties' with Armenian Church
|
en
|
yumpu.com
|
https://www.yumpu.com/en/document/view/11464561/cardinal-discusses-brotherly-ties-with-armenian-church
|
Mirror-Spectator By Aram Arkun Mirror-Spectator Staff THE ARMENIAN Volume LXXXIII, NO. 1, Issue 4246 NEW YORK — Dr. Taner Akçam, in an interview <strong>with</strong> the <strong>Armenian</strong> Mirror- Spectator after receiving the Man of the Year Award from the Knights of Vartan in on July 7 (see story below), expanded on some points of his speech and made interesting new observations on the course of Turkish-<strong>Armenian</strong> relations and the <strong>Armenian</strong> Genocide. Akçam is the Robert Aram, Marianne Kaloosdian, and Stephen and Marion Mugar Chair in <strong>Armenian</strong> Genocide Studies at Clark University. He said that the turning point in his relationship <strong>with</strong> <strong>Armenian</strong>s was the publica- J U LY 2 1 , 2 0 1 2 tion of his book, A Shameful Act, in 2006. The appearance of this book led him to become the target of an organized hate campaign coordinated from Ankara by the paramilitary semisecret organization Ergenekon. This in turn seems to have helped dissipate fears and suspicions about him <strong>with</strong>in <strong>Armenian</strong> communities in the diaspora. Akçam said that of course he also has changed in the past 20 years, especially politically. He gave an example of how he is now more open and relaxed than before: “When I first came to the United States, in 2002 or 2003, an <strong>Armenian</strong> group in New York wanted to give me an award. I declined. I was scared. Also, I was very careful not to make certain political demands, such as the recognition of the <strong>Armenian</strong> In OOur 80tthh YYeaarr The First English Language <strong>Armenian</strong> Weekly in the United States Since 1932 Prof. Akçam Muses on Turkish- <strong>Armenian</strong> Relations and Genocide NAASR Founding Chairman Manoog Young Dies BELMONT, Mass. — Manoog Soghomon Young of Belmont, the founding chairman of the National Association for <strong>Armenian</strong> Studies and Research (NAASR) and its chairman until 2001, died on Tuesday, July 3, at the age of 94. He is survived by his wife of 49 years Barbara (Johnson) Young, children Armen Young of Littleton, Mass., and Adrina Young Gobbi of North Billerica, Mass., and grandchildren Jake and Mariah Gobbi and Christopher and Lauren Young. Prof. Gerard J. Libaridian has aptly called Young “the father of the <strong>Armenian</strong> Studies movement,” and this begins to give a sense of Young’s role in ushering into existence the field of <strong>Armenian</strong> Studies in America and his half-century working to advance it. One of the founders of NAASR, which led the effort Manoog Young in 1995 in the 1950s and 1960s to establish permanent programs in <strong>Armenian</strong> Studies at American institutions of higher learning, starting <strong>with</strong> Harvard University, Young served as chairman of the Board of Directors from its inception in 1955 until 2001. During these decades both NAASR and the field of <strong>Armenian</strong> Studies continued to evolve and expand. see YOUNG, page 6 YEREVAN (Hetq) — Parliament member Ruben Hayrapetyan announced his resignation from parliament last week out of a sense of “moral responsibility” he feels over the June 17 beating of military physicians at the Harsnakar Restaurant he owns on the outskirts of Yerevan. The army doctors were beaten by restaurant employees and a personal bodyguard of Hayrapetyan. One of the physicians, Vahe Avetyan, never regained consciousness and died in a hospital a few days later. “I would give everything to have been there on that terrible evening and stopped the tragedy <strong>with</strong> my own hands. I would give everything to be able to turn the clock back. But I can’t,” said the tycoon, who has the nickname Nemetz Rubo, in his public resignation from the parliament. The move comes after a wave of public protest, both in the streets and on the internet, charging Hayrapetyan <strong>with</strong> creating an environment in which such a savage attack was possible and demanding that he resign. There is an on-line petition calling on UEFA and FIFA to call for Hayrapetyan’s resignation as the president of Armenia’s Football Federation. “I should have prevented such a tragedy but wasn’t able to. Such incidents should not be possible in establishments owned by see RESIGNATION, page 3 $ 2.00 Dr. Taner Akçam receives the Man of the Year Award from Dr. Dennis Papazian. Genocide by the Turkish government. … I was cautious and scared because of the attacks against me. I tried not to be a public intellectual but a simple academic as much as possible.” see AKÇAM, page 9 Knights Honor Taner Akçam, Ragip Zarakolu at New York Convocation By Florence Avakian Special to the Mirror-Spectator NEW YORK — For the first time in its nearly 100-year history, the Knights of Vartan honored two internationally distinguished men of Turkish origin — Dr. Taner Akçam and Ragip Zarakolu — <strong>with</strong> the “Men of the Year” awards. This unique event took place at the conclusion of the 94th annual Knights of Vartan Grand Lodge convocation in the ballroom of New York City’s Marriott Downtown Hotel during a banquet on Saturday, July 7. The gala event capped the almost weeklong convocation of the Knights and Daughters of Vartan, under the General Chairmanship of Antranik Platyan. Among see CONVOCATION, page 9 Hayrapetyan Resigns from Parliament Following Death of Beating Victim Ruben Hayrapetyan NEWS INBRIEF <strong>Cardinal</strong> <strong>Discusses</strong> ‘Brotherly Ties’ <strong>with</strong> <strong>Armenian</strong> <strong>Church</strong> ECHMIADZIN (RFE/RL) — A high-ranking envoy of Pope Benedict XVI called for the strengthening of “brotherly relations” between the Roman Catholic and <strong>Armenian</strong> Apostolic <strong>Church</strong>es during a visit on Monday. <strong>Cardinal</strong> Leonardo Sandri, prefect of the Catholic Congregation for Eastern <strong>Church</strong>es, met <strong>with</strong> Catholicos Karekin II, the supreme head of the <strong>Armenian</strong> <strong>Church</strong>, at his official residence in Echmiadzin. “<strong>Cardinal</strong> Sandri … addressed the Roman Catholic <strong>Church</strong>’s brotherly relations <strong>with</strong> the <strong>Armenian</strong> <strong>Church</strong>, expressing hope that they will become even closer and deeper,” read a statement issued by Karekin’s press office. It said Sandri, whose congregation oversees Catholic communities in Eastern Europe and the Middle East, passed on Benedict’s “warm greetings” to the top <strong>Armenian</strong> cleric. Karekin, for his part, spoke of his “brotherly love” for the pontiff and “particular warmness” between the two “sister churches.” “His Holiness emphasized <strong>with</strong> satisfaction the importance of the existing productive cooperation between the [<strong>Armenian</strong>] Mother See and the Vatican in the educational and social spheres,” said the statement. Sandri was scheduled to meet <strong>with</strong> Foreign Minister Eduard Nalbandian on Tuesday. The cardinal was accompanied by Archbishop Rafael Minasian, the spiritual leader of the <strong>Armenian</strong> Catholic minorities in Armenia, Georgia and Eastern Europe. Turkey PM Calls Syria Massacres ‘Genocide’ ANAKARA (AP, DPA) — Turkey’s prime minister has warned Syrian leaders that the Syrian people will “make them pay” for massacres like the reported killing of dozens in a farming village by government forces this week. Recep Tayyip Erdogan calls the killings an attempted “genocide” and says such acts of violence are “the footsteps of a regime that is on its way out.” World leaders have heaped criticism on President Bashar Assad’s regime for the mass killings Thursday in the village of Tremseh. Activists say they have confirmed the deaths of more than 150 people at the hands of regime forces. Many more remain missing. The government says 50 were killed but denies its troops caused the deaths. Also on Saturday, opposition activists reported that at least 12 people were killed Saturday when a car bomb exploded in central Syria. Fifteen others were injured in the attack, which occurred in the district of al-Karameh in the central province of Hama, they added. INSIDE 65 Years Of Service Page 5 INDEX Arts and Living . . . . . . . . . . . . . . . . . . . 10 Armenia . . . . . . . . . . . . . . . . . . . 2, 3 Community News. . . . . . . . . . . . . . . . 5 Editorial . . . . . . . . . . . . . . . . . . . 14 International . . . . . . . . . . . . . . . . . . . . . . .4
|
|||||
8535
|
dbpedia
|
0
| 3
|
http://cryer.org.uk/Seiran_Khatlamadjian/
|
en
|
Seiran Khatlamadjian Explained
|
[
"http://cryer.org.uk/images/brain.gif"
] |
[] |
[] |
[
"khatlamadjian",
"seiran",
"seiran khatlamadjian",
"art",
"armenian",
"yerevan",
"artist",
"museum",
"web",
"14",
"site",
"web site",
"2012",
"canvas",
"oil",
"oil on canvas"
] | null |
[] | null |
What is Seiran Khatlamadjian? Seiran Khatlamadjian was a prominent Armenian painter, graphic artist, and public figure.
| null |
Seiran Khatlamadjian (Armenian: Սեյրան Խաթլամաջյան or Սէյրան Խաթլամաճեան; April 20, 1937 – September 14, 1994) was a prominent Armenian painter, graphic artist, and public figure. He is considered one of the founding fathers of the Armenian abstract art movement.[7] [8]
Life
Seiran Khatlamadjian was born April 20, 1937, in the village of Chaltyr near Rostov-on-Don. His parents were dispossessed landowners.[9] Since childhood, Seiran was fascinated by drawing and at the age of 14 starts his study at children's art school in Rostov-on-Don. In 1953 he entered Mitrofan Grekov School of Art in Rostov-on-Don and graduated from the School in 1959 with honors. Then he moved to Yerevan, Armenia and enrolled in 1959 in Yerevan Fine Arts and Theater Institute, graduated from it in 1964.[7] Seiran Khatamaladjian's years of his student life in the capital of Armenia were marked by his active involvement in social and cultural issues.[10]
Works
Initially the young artist was influenced by Martiros Saryan, but then evolved into a non-figurative style of painting. The source of his artistic inspiration in his later years was the work of Wassily Kandinsky and Arshile Gorky.[11] In the abstract genre Seiran Khatlamadjian used as a soft, transparent tone and active and bright colors. The artist is also known for his series of "Magic Armenia", which is an artistic fusion of history and mythology, reality and mystery, paganism and Christianity. Khatlamadjian participated in many ethnographic expeditions to Armenia and painted landscapes in all its regions. In this case, all of his creative life was entirely related to Armenia, where he settled and drew several paintings which were highly respected by the public and professionals.[12] In 1967, he became a member of the Artists' Union of Armenia. Seiran Khatlamadjian left a large number of paintings and drawings, some of which are exhibited in the Tretyakov Gallery (Moscow),[13] National Gallery of Armenia,[14] Contemporary Art Museum (Yerevan), Museum of Oriental Cultures (Moscow),[15] Gnessins Music Institute (Moscow), Rostov Regional Museum of Local History,[16] Zimmerli Art Museum (Rutgers University, New Jersey, USA), and in a number of state buildings in Armenia such as the Constitutional Court, presidential residence, and National Assembly. His work is also exhibited in many private collections in Armenia and abroad.Seiran Khatlamadjian show an emotional quality parallel with the art of Arshile Gprky. Khatlamajian has the vibrant line, but he is the more lyrical of in his finely executed drawings and his abstract canvases (1991–1994). Freed of the constraints of figurative art, this artist create a visual structure, which, at its best, can be considered a plastic formula for the Armenian spirit: a polyphonic harmony of colors penetrated by sharp and thorn-like lines. This coexistence in his works of peaceful harmony and dramatic disturbance reflecting the troubled course of Armenian history.[17]
Seiran Khatlamadjian took active part in the public life in Armenia and was not limited to his role as artist. With his direct participation, Khatlamadjian developed and adopted state symbols for the Republic of Armenia. He actively searched archives and studied the state anthem of the First Republic of Armenia (1918–1920). Khatlamadjian contributed to the restoration of the Armenian coat of arms which was created by the architect Alexander Tamanyan and academician of the Russian Academy of Arts Hakob Kojoyan. He has been actively campaigning for its approval as a national state anthem of independent Armenia which was approved on April 19, 1992, by the Supreme Council of Armenia. Seiran Khatlamadjian died on September 14, 1994, and is buried in the city of Yerevan.[18]
Notes and References
|
|||||||
8535
|
dbpedia
|
3
| 8
|
https://sonichits.com/video/Seiran/BETTER_DAYS
|
en
|
Seiran Lyrics, Meaning & Videos
|
https://sonichits.com/image/L2FydGlzdF9pbWFnZS9VMlZwY21GdS9ZbUpqTnpGaU5XSXlOV1U0Wm1aaFpXTTRPR1l3TXpVeVlXSTVNV0l6TnpRPS9leHRyYWxhcmdl
|
https://sonichits.com/image/L2FydGlzdF9pbWFnZS9VMlZwY21GdS9ZbUpqTnpGaU5XSXlOV1U0Wm1aaFpXTTRPR1l3TXpVeVlXSTVNV0l6TnpRPS9leHRyYWxhcmdl
|
[
"https://sonichits.com/artist_image/U2VpcmFu/YmJjNzFiNWIyNWU4ZmZhZWM4OGYwMzUyYWI5MWIzNzQ=/extralarge",
"https://sonichits.com/artist_image/U2VpcmFu/YmJjNzFiNWIyNWU4ZmZhZWM4OGYwMzUyYWI5MWIzNzQ=/extralarge",
"https://sonichits.com/artist_image/U2VpcmFu/YmJjNzFiNWIyNWU4ZmZhZWM4OGYwMzUyYWI5MWIzNzQ=/extralarge",
"https://sonichits.com/artist_image/U2VpcmFu/YmJjNzFiNWIyNWU4ZmZhZWM4OGYwMzUyYWI5MWIzNzQ=/extralarge"
] |
[] |
[] |
[
"Seiran",
"BETTER DAYS",
"lyrics",
"song meanings",
"albums",
"videos",
"song text",
"lyric",
"music video",
"words"
] | null |
[] | null |
Lyrics, Meaning & Videos: Yuragi, The Void, Before It Ends, Dismember, Yuragi (feat. Nân of WINDRUNNER), Desiring the Blue mirror, DIFFICULT, 青い嵐,
|
en
|
/apple-touch-icon.png
|
SonicHits
|
https://sonichits.com/video/Seiran/BETTER_DAYS
| |||
8535
|
dbpedia
|
0
| 2
|
https://twitter.com/historyarmenia/status/1649120042624090125
|
en
|
x.com
|
[] |
[] |
[] |
[
""
] | null |
[] | null |
X (formerly Twitter)
| null | ||||||||
8535
|
dbpedia
|
2
| 0
|
https://arcadia-astrology.com/en/astrodb/seiran-khatlamadjian
|
en
|
Birth Chart / Horoscope: Sign, rising sign, planets and houses.
|
https://arcadia-astrology.com/en/astrodb/seiran-khatlamadjian/svg
|
https://arcadia-astrology.com/en/astrodb/seiran-khatlamadjian/svg
|
[
"https://arcadia-astrology.com/static/img/loading-buffering50.gif",
"https://arcadia-astrology.com/static/img/favicon2.gif",
"https://arcadia-astrology.com/static/img/signs_big/1.webp",
"https://arcadia-astrology.com/static/img/signs_big/6.webp"
] |
[] |
[] |
[
"Astrology",
"Planets",
"Signs",
"Natal Charts",
"Charts",
"Stars",
"Returns",
"Planetary Returns",
"Aspects",
"Houses",
"Arcadia"
] | null |
[
"Arcadia Astrology"
] | null |
20/04/1937 at 12:00,
|
en
|
Arcadia Astrology
|
https://arcadia-astrology.com/en/astrodb/seiran-khatlamadjian
|
The webpage will reload automatically after logging in.
If this takes more than 5 seconds, press F5 (and click on OK if necessary).
|
|||
8535
|
dbpedia
|
3
| 5
|
https://www.yumpu.com/en/document/view/11464561/cardinal-discusses-brotherly-ties-with-armenian-church
|
en
|
Cardinal Discusses 'Brotherly Ties' with Armenian Church
|
[
"https://assets.yumpu.com/release/ou6ZPgO72P294QN/v5/img/logo/Yumpu_Logo_RGB.png",
"https://assets.yumpu.com/release/ou6ZPgO72P294QN/v5/img/account/document_privacy_modal/step1.png",
"https://assets.yumpu.com/release/ou6ZPgO72P294QN/v5/img/account/document_privacy_modal/step2.png",
"https://img.yumpu.com/11464561/1/500x640/cardinal-discusses-brotherly-ties-with-armenian-church.jpg",
"https://assets.yumpu.com/v4/img/avatar/female-200x200.jpg",
"https://img.yumpu.com/51476223/1/167x260/the-armenian-mirror-spectator-august-17-2013.jpg?quality=85",
"https://img.yumpu.com/15759046/1/167x260/during-visit-to-armenia-sarkozy-urges-ankara-to-armenian-mirror-.jpg?quality=85",
"https://img.yumpu.com/15714044/1/167x260/the-armenian-mirror-spectator-february-4-2012.jpg?quality=85",
"https://img.yumpu.com/12100820/1/169x260/the-armenian-mirror-spectator-february-2-2013.jpg?quality=85",
"https://img.yumpu.com/11464723/1/167x260/writers-honored-armenian-mirror-spectator.jpg?quality=85",
"https://img.yumpu.com/11464656/1/169x260/seeroon-in-la-obama-congratulates-armenian-president.jpg?quality=85",
"https://img.yumpu.com/9868852/1/169x260/the-armenian-mirror-spectator-january-12-2013.jpg?quality=85",
"https://img.yumpu.com/9830858/1/169x260/gutenberg-exhibit-armenian-mirror-spectator.jpg?quality=85",
"https://img.yumpu.com/7940939/1/167x260/inspirational-vergin-mazmanian-103-dies-bipartisan-genocide-.jpg?quality=85",
"https://img.yumpu.com/7390699/1/169x260/lens-trained-rebirth-concert-in-nyc-unites-community-.jpg?quality=85",
"https://img.yumpu.com/6927330/1/169x260/police-urged-to-show-neutrality-in-elections-armenian-mirror-.jpg?quality=85",
"https://img.yumpu.com/5187628/1/167x260/news-inbrief-armenian-mirror-spectator.jpg?quality=85",
"https://assets.yumpu.com/release/ou6ZPgO72P294QN/v5/img/logo/yumpu-footer2x.png",
"https://assets.yumpu.com/v5/img/footer/worldmap-retina.png"
] |
[] |
[] |
[
"mirrorspectator.com",
"armenian",
"armenia",
"armenians",
"genocide",
"costikyan",
"chairman",
"yerevan",
"turkish",
"studies",
"yuroz",
"cardinal",
"discusses",
"mirrorspectator.com"
] | null |
[
"Yumpu.com"
] | null |
Cardinal Discusses 'Brotherly Ties' with Armenian Church
|
en
|
yumpu.com
|
https://www.yumpu.com/en/document/view/11464561/cardinal-discusses-brotherly-ties-with-armenian-church
|
Mirror-Spectator By Aram Arkun Mirror-Spectator Staff THE ARMENIAN Volume LXXXIII, NO. 1, Issue 4246 NEW YORK — Dr. Taner Akçam, in an interview <strong>with</strong> the <strong>Armenian</strong> Mirror- Spectator after receiving the Man of the Year Award from the Knights of Vartan in on July 7 (see story below), expanded on some points of his speech and made interesting new observations on the course of Turkish-<strong>Armenian</strong> relations and the <strong>Armenian</strong> Genocide. Akçam is the Robert Aram, Marianne Kaloosdian, and Stephen and Marion Mugar Chair in <strong>Armenian</strong> Genocide Studies at Clark University. He said that the turning point in his relationship <strong>with</strong> <strong>Armenian</strong>s was the publica- J U LY 2 1 , 2 0 1 2 tion of his book, A Shameful Act, in 2006. The appearance of this book led him to become the target of an organized hate campaign coordinated from Ankara by the paramilitary semisecret organization Ergenekon. This in turn seems to have helped dissipate fears and suspicions about him <strong>with</strong>in <strong>Armenian</strong> communities in the diaspora. Akçam said that of course he also has changed in the past 20 years, especially politically. He gave an example of how he is now more open and relaxed than before: “When I first came to the United States, in 2002 or 2003, an <strong>Armenian</strong> group in New York wanted to give me an award. I declined. I was scared. Also, I was very careful not to make certain political demands, such as the recognition of the <strong>Armenian</strong> In OOur 80tthh YYeaarr The First English Language <strong>Armenian</strong> Weekly in the United States Since 1932 Prof. Akçam Muses on Turkish- <strong>Armenian</strong> Relations and Genocide NAASR Founding Chairman Manoog Young Dies BELMONT, Mass. — Manoog Soghomon Young of Belmont, the founding chairman of the National Association for <strong>Armenian</strong> Studies and Research (NAASR) and its chairman until 2001, died on Tuesday, July 3, at the age of 94. He is survived by his wife of 49 years Barbara (Johnson) Young, children Armen Young of Littleton, Mass., and Adrina Young Gobbi of North Billerica, Mass., and grandchildren Jake and Mariah Gobbi and Christopher and Lauren Young. Prof. Gerard J. Libaridian has aptly called Young “the father of the <strong>Armenian</strong> Studies movement,” and this begins to give a sense of Young’s role in ushering into existence the field of <strong>Armenian</strong> Studies in America and his half-century working to advance it. One of the founders of NAASR, which led the effort Manoog Young in 1995 in the 1950s and 1960s to establish permanent programs in <strong>Armenian</strong> Studies at American institutions of higher learning, starting <strong>with</strong> Harvard University, Young served as chairman of the Board of Directors from its inception in 1955 until 2001. During these decades both NAASR and the field of <strong>Armenian</strong> Studies continued to evolve and expand. see YOUNG, page 6 YEREVAN (Hetq) — Parliament member Ruben Hayrapetyan announced his resignation from parliament last week out of a sense of “moral responsibility” he feels over the June 17 beating of military physicians at the Harsnakar Restaurant he owns on the outskirts of Yerevan. The army doctors were beaten by restaurant employees and a personal bodyguard of Hayrapetyan. One of the physicians, Vahe Avetyan, never regained consciousness and died in a hospital a few days later. “I would give everything to have been there on that terrible evening and stopped the tragedy <strong>with</strong> my own hands. I would give everything to be able to turn the clock back. But I can’t,” said the tycoon, who has the nickname Nemetz Rubo, in his public resignation from the parliament. The move comes after a wave of public protest, both in the streets and on the internet, charging Hayrapetyan <strong>with</strong> creating an environment in which such a savage attack was possible and demanding that he resign. There is an on-line petition calling on UEFA and FIFA to call for Hayrapetyan’s resignation as the president of Armenia’s Football Federation. “I should have prevented such a tragedy but wasn’t able to. Such incidents should not be possible in establishments owned by see RESIGNATION, page 3 $ 2.00 Dr. Taner Akçam receives the Man of the Year Award from Dr. Dennis Papazian. Genocide by the Turkish government. … I was cautious and scared because of the attacks against me. I tried not to be a public intellectual but a simple academic as much as possible.” see AKÇAM, page 9 Knights Honor Taner Akçam, Ragip Zarakolu at New York Convocation By Florence Avakian Special to the Mirror-Spectator NEW YORK — For the first time in its nearly 100-year history, the Knights of Vartan honored two internationally distinguished men of Turkish origin — Dr. Taner Akçam and Ragip Zarakolu — <strong>with</strong> the “Men of the Year” awards. This unique event took place at the conclusion of the 94th annual Knights of Vartan Grand Lodge convocation in the ballroom of New York City’s Marriott Downtown Hotel during a banquet on Saturday, July 7. The gala event capped the almost weeklong convocation of the Knights and Daughters of Vartan, under the General Chairmanship of Antranik Platyan. Among see CONVOCATION, page 9 Hayrapetyan Resigns from Parliament Following Death of Beating Victim Ruben Hayrapetyan NEWS INBRIEF <strong>Cardinal</strong> <strong>Discusses</strong> ‘Brotherly Ties’ <strong>with</strong> <strong>Armenian</strong> <strong>Church</strong> ECHMIADZIN (RFE/RL) — A high-ranking envoy of Pope Benedict XVI called for the strengthening of “brotherly relations” between the Roman Catholic and <strong>Armenian</strong> Apostolic <strong>Church</strong>es during a visit on Monday. <strong>Cardinal</strong> Leonardo Sandri, prefect of the Catholic Congregation for Eastern <strong>Church</strong>es, met <strong>with</strong> Catholicos Karekin II, the supreme head of the <strong>Armenian</strong> <strong>Church</strong>, at his official residence in Echmiadzin. “<strong>Cardinal</strong> Sandri … addressed the Roman Catholic <strong>Church</strong>’s brotherly relations <strong>with</strong> the <strong>Armenian</strong> <strong>Church</strong>, expressing hope that they will become even closer and deeper,” read a statement issued by Karekin’s press office. It said Sandri, whose congregation oversees Catholic communities in Eastern Europe and the Middle East, passed on Benedict’s “warm greetings” to the top <strong>Armenian</strong> cleric. Karekin, for his part, spoke of his “brotherly love” for the pontiff and “particular warmness” between the two “sister churches.” “His Holiness emphasized <strong>with</strong> satisfaction the importance of the existing productive cooperation between the [<strong>Armenian</strong>] Mother See and the Vatican in the educational and social spheres,” said the statement. Sandri was scheduled to meet <strong>with</strong> Foreign Minister Eduard Nalbandian on Tuesday. The cardinal was accompanied by Archbishop Rafael Minasian, the spiritual leader of the <strong>Armenian</strong> Catholic minorities in Armenia, Georgia and Eastern Europe. Turkey PM Calls Syria Massacres ‘Genocide’ ANAKARA (AP, DPA) — Turkey’s prime minister has warned Syrian leaders that the Syrian people will “make them pay” for massacres like the reported killing of dozens in a farming village by government forces this week. Recep Tayyip Erdogan calls the killings an attempted “genocide” and says such acts of violence are “the footsteps of a regime that is on its way out.” World leaders have heaped criticism on President Bashar Assad’s regime for the mass killings Thursday in the village of Tremseh. Activists say they have confirmed the deaths of more than 150 people at the hands of regime forces. Many more remain missing. The government says 50 were killed but denies its troops caused the deaths. Also on Saturday, opposition activists reported that at least 12 people were killed Saturday when a car bomb exploded in central Syria. Fifteen others were injured in the attack, which occurred in the district of al-Karameh in the central province of Hama, they added. INSIDE 65 Years Of Service Page 5 INDEX Arts and Living . . . . . . . . . . . . . . . . . . . 10 Armenia . . . . . . . . . . . . . . . . . . . 2, 3 Community News. . . . . . . . . . . . . . . . 5 Editorial . . . . . . . . . . . . . . . . . . . 14 International . . . . . . . . . . . . . . . . . . . . . . .4
|
|||||
8535
|
dbpedia
|
1
| 4
|
https://edurank.org/uni/yerevan-state-academy-of-fine-arts/alumni/
|
en
|
14 Notable Alumni of the Yerevan State Academy of Fine Arts
|
[
"https://edurank.org/assets/img/logo.svg",
"https://edurank.org/assets/img/alumni/tigran-tsitoghdzyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/mihran-hakobyan.jpg",
"https://edurank.org/assets/img/flags/azerbaijan-flag.svg",
"https://edurank.org/assets/img/alumni/robert-elibekyan.jpg",
"https://edurank.org/assets/img/flags/georgia-flag.svg",
"https://edurank.org/assets/img/alumni/karen-aghamyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/vruir-galstian.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/seiran-khatlamadjian.jpg",
"https://edurank.org/assets/img/flags/russia-flag.svg",
"https://edurank.org/assets/img/alumni/armine-tumanyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/margarita-matulyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/stella-grigoryan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/suren-safaryan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/hripsime-margaryan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/gagik-siravyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/ara-h-hakobyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/tsolak-mlke-galstyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/logo.svg",
"https://edurank.org/assets/img/misc/info-mail.svg"
] |
[] |
[] |
[
""
] | null |
[
"EduRank"
] |
2021-08-11T10:00:00-08:00
|
Below is the list of 14 notable alumni from the Yerevan State Academy of Fine Arts sorted by their wiki pages popularity. The directory includes famous graduates and former students along with research and academic staff.
|
en
|
/favicon.png
|
EduRank.org - Discover university rankings by location
|
https://edurank.org/uni/yerevan-state-academy-of-fine-arts/alumni/
|
14 Notable alumni of
Yerevan State Academy of Fine Arts
Updated: February 29, 2024
EduRank
The Yerevan State Academy of Fine Arts is 4094th in the world, 1099th in Asia, and 12th in Armenia by aggregated alumni prominence. Below is the list of 14 notable alumni from the Yerevan State Academy of Fine Arts sorted by their wiki pages popularity. The directory includes famous graduates and former students along with research and academic staff.
Tigran Tsitoghdzyan
Born in
Armenia
Years
1976-.. (age 48)
Occupations
painter
Biography
Tigran Tsitoghdzyan is an Armenian, New York City based painter born in 1976.
Mihran Hakobjan
Born in
Azerbaijan
Years
1984-.. (age 40)
Enrolled in the Yerevan State Academy of Fine Arts
Studied in 2000-2006
Occupations
paintersculptorfilm director
Biography
Mihran Hakobyan is an Armenian sculptor. He created the 2014 Wikipedia Monument in Słubice, the first one of its type.
Robert Elibekyan
Born in
Georgia
Years
1941-.. (age 83)
Occupations
painter
Biography
Robert Elibekyan is an Armenian painter.
Karen Aghamyan
Born in
Armenia
Years
1946-.. (age 78)
Occupations
painter
Biography
Karen Aghamyan is an Armenian painter. He has served as President of the Artists' Union of Armenia since 1998.
Vruir Galstian
Born in
Armenia
Years
1924-1996 (aged 72)
Occupations
painter
Biography
Vruir Yezekiel Galstian was an Armenian painter.
Seyran Khatlamajyan
Born in
Russia
Years
1937-1994 (aged 57)
Occupations
painterpublic figuregraphic artist
Biography
Seiran Khatlamadjian was a prominent Armenian painter, graphic artist, and public figure. He is considered as one of the founding fathers of the Armenian abstract art movement.
Armine Toumanyan
Born in
Armenia
Years
1975-.. (age 49)
Occupations
designerpainter
Biography
Armine A. Tumanyan, Armenian painter, designer, coordinator of painting exhibitions. Member of the Artists' Union of Armenia, Head of Tavush Branch, Director of Tavush Spiritual Revival Foundation.
Margarita Matulyan
Born in
Armenia
Years
1985-.. (age 39)
Enrolled in the Yerevan State Academy of Fine Arts
Studied in 2002-2007
Occupations
sculptor
Biography
Margarita Matulyan is an Armenian artist and sculptor.
Stella Grigoryan
Born in
Armenia
Years
1989-.. (age 35)
Occupations
paintersculptorteacher
Biography
Stella Grigoryan is an Armenian artist, sculptor, teacher.
Suren Safaryan
Born in
Armenia
Years
1983-.. (age 41)
Occupations
painter
Biography
Suren Safaryan, also known as Safar, is an Armenian artist.
Hripsime Margaryan
Born in
Armenia
Years
1975-.. (age 49)
Occupations
painter
Biography
Hripsime Margaryan is an Armenian artist.
Gagik Siravyan
Born in
Armenia
Years
1970-.. (age 54)
Occupations
painter
Biography
Gagik Siravyan, is an Armenian artist.
Ara Hakobyan
Born in
Armenia
Years
1973-.. (age 51)
Enrolled in the Yerevan State Academy of Fine Arts
Studied in 1990-1997
Occupations
painter
Biography
Ara H. Hakobyan, is an Armenian artist, art critic. Doctor of Sciences (Arts) (2017), Professor (2018). Member of Artist Union of the Republic of Armenian (1999).
Tsolak Mlke-Galstyan
Born in
Armenia
Years
1984-.. (age 40)
Enrolled in the Yerevan State Academy of Fine Arts
Studied in 2001-2007
Occupations
choreographerpainterplaywright
Biography
Tsolak Mlke-Galstyan is an Armenian dancer, stage actor, choreographer, and stage manager. He is the co-founder and art director of MIHR Theatre.
|
||||
8535
|
dbpedia
|
0
| 1
|
https://dbpedia.org/page/Seiran_Khatlamadjian
|
en
|
About: Seiran Khatlamadjian
|
http://commons.wikimedia.org/wiki/Special:FilePath/Seyran_Khatlamajyan_near_his_fresco_1967.jpg?width=300
|
http://commons.wikimedia.org/wiki/Special:FilePath/Seyran_Khatlamajyan_near_his_fresco_1967.jpg?width=300
|
[
"https://dbpedia.org/statics/images/dbpedia_logo_land_120.png",
"http://commons.wikimedia.org/wiki/Special:FilePath/Seyran_Khatlamajyan_near_his_fresco_1967.jpg?width=300",
"https://dbpedia.org/statics/images/virt_power_no_border.png",
"https://dbpedia.org/statics/images/LoDLogo.gif",
"https://dbpedia.org/statics/images/sw-sparql-blue.png",
"https://dbpedia.org/statics/images/od_80x15_red_green.png",
"https://www.w3.org/Icons/valid-xhtml-rdfa"
] |
[] |
[] |
[
""
] | null |
[] | null |
Seiran Khatlamadjian (Armenian: Սեյրան Խաթլամաջյան or Սէյրան Խաթլամաճեան; April 20, 1937 - September 14, 1994) was a prominent Armenian painter, graphic artist, and public figure. He is considered as one of the founding fathers of the Armenian abstract art movement.
|
DBpedia
|
http://dbpedia.org/resource/Seiran_Khatlamadjian
|
dbo:abstract
Seiran Khatlamadjian ou Seyran Khatlamajyan (en arménien Սեյրան Խաթլամաջյան ou Սեյրան Խաթլամաճեան) est un peintre et intellectuel arménien, né le 20 avril 1937 dans l’oblast de Rostov en URSS et mort le 14 septembre 1994 à Erevan en Arménie. Il est considéré comme le père fondateur de l’art abstrait arménien dans l’Union soviétique. (fr)
Seiran Khatlamadjian (Armenian: Սեյրան Խաթլամաջյան or Սէյրան Խաթլամաճեան; April 20, 1937 - September 14, 1994) was a prominent Armenian painter, graphic artist, and public figure. He is considered as one of the founding fathers of the Armenian abstract art movement. (en)
Сейра́н Ованне́сович Хатламаджя́н (арм. Սեյրան Խաթլամաջյան; англ. Seyran Khatlamajyan or Seiran Khatlamadjian, 20 апреля 1937, с. Чалтырь, Ростовская область — 14 сентября 1994, Ереван) — армянский живописец, график и общественный деятель, «один из отцов-основателей армянского абстракционизма». Источниками его артистического вдохновения было творчество Василия Кандинского и Аршила Горки. Одновременно, Хатламаджян был близок и Мартиросу Сарьяну (1880—1972), с которым его (несмотря на разницу в возрасте) долгие годы связывала глубокая духовная близость. Хатламаджян создал собственный живописный язык, который (по словам Сарьяна) имел основой «высокий профессионализм и глубокое знание истории искусства». В абстрактном жанре Сейран Хатламаджян использовал как мягкие, прозрачные тона так и активные, звучные краски. Художник известен также своей серией «Сказочная Армения», которая представляет собой художественный сплав истории и мифологии, реальности и тайны, язычества и христианства. Хатламаджян проявил себя и как реалистичный художник. Он участвовал во многих этнографических экспедициях по Армении, писал пейзажи во всех её уголках. Его графика имеет особый рисунок, который придает почерку художника узнаваемые черты. Сейран Хатламаджян развивал то течение в изобразительном искусстве, которое в СССР считалось «буржуазным», и по соображениям политической и идеологической цензуры имя Хатламаджяна было вытеснено «официальными» искусствоведами из списка наиболее цитируемых и вследствие широко известных в мире (и диаспоре) армянских живописцев (Минас Аветисян и д. р.). (ru)
dbo:birthDate
1937-04-20 (xsd:date)
dbo:birthPlace
dbr:Rostov-on-Don
dbr:USSR
dbo:deathDate
1994-09-14 (xsd:date)
dbo:deathPlace
dbr:Armenia
dbr:Yerevan
dbo:movement
dbr:Abstract_art
dbr:Avant-garde
dbr:Soviet_Nonconformist_Art
dbo:nationality
dbr:Republic_of_Armenia
dbo:thumbnail
wiki-commons:Special:FilePath/Seyran_Khatlamajyan_near_his_fresco_1967.jpg?width=300
dbo:wikiPageID
37986448 (xsd:integer)
dbo:wikiPageLength
9235 (xsd:nonNegativeInteger)
dbo:wikiPageRevisionID
1111192058 (xsd:integer)
dbo:wikiPageWikiLink
dbr:Rostov-on-Don
dbc:Armenian_painters
dbr:Coat_of_arms_of_Armenia
dbr:Mitrofan_Grekov
dbc:1937_births
dbc:1994_deaths
dbr:USSR
dbr:Wassily_Kandinsky
dbr:Hakob_Kojoyan
dbr:Armenia
dbr:Armenians
dbr:Arshile_Gorky
dbc:Abstract_painters
dbc:Russian_people_of_Armenian_descent
dbc:Soviet_Armenians
dbc:Soviet_painters
dbr:Abstract_art
dbc:Artists_from_Rostov-on-Don
dbc:Armenian_activists
dbr:Avant-garde
dbr:Martiros_Saryan
dbr:Yerevan
dbr:Republic_of_Armenia
dbr:Soviet_Nonconformist_Art
dbr:Alexander_Tamanyan
dbp:birthDate
1937-04-20 (xsd:date)
dbp:birthPlace
dbr:Rostov-on-Don
dbr:USSR
dbp:caption
Seiran Khatlamadjian near his fresco 1967 (en)
dbp:deathDate
1994-09-14 (xsd:date)
dbp:deathPlace
dbr:Armenia
dbr:Yerevan
dbp:imageSize
200 (xsd:integer)
dbp:knownFor
painter, graphic artist, illustrator, and public figure (en)
dbp:movement
Abstract, Avant-garde, and Nonconformist (en)
dbp:name
Seiran Khatlamadjian (en)
Սէյրան Խաթլամաճեան (en)
dbp:nationality
dbr:Republic_of_Armenia
dbp:notableWorks
Adam and Eve , 1970, oil on canvas, 180x240 ; (en)
Magic Armenia, 1968, oil on canvas, 100x130 ; (en)
Red Composition, 1972, 123x187, oil on canvas, USA; (en)
Illustrations cycle for Vahan Totoventz's novel The Life on Ancient Roman Road, 1966, tempera on cardboard, 50х70 cm, (en)
Composition, 1987, Oil on canvas, 90x90 cm, Collection of the Yerevan Modern Art Museum (en)
dbp:wikiPageUsesTemplate
dbt:Authority_control
dbt:Birth_date
dbt:Infobox_artist
dbt:Reflist
dbt:Death_date_and_age
dcterms:subject
dbc:Armenian_painters
dbc:1937_births
dbc:1994_deaths
dbc:Abstract_painters
dbc:Russian_people_of_Armenian_descent
dbc:Soviet_Armenians
dbc:Soviet_painters
dbc:Artists_from_Rostov-on-Don
dbc:Armenian_activists
gold:hypernym
dbr:Painter
rdf:type
owl:Thing
foaf:Person
dbo:Person
dul:NaturalPerson
wikidata:Q19088
wikidata:Q215627
wikidata:Q483501
wikidata:Q5
wikidata:Q729
yago:WikicatArmenianActivists
yago:WikicatArmenianPainters
dbo:Animal
dbo:Eukaryote
dbo:Species
schema:Person
yago:WikicatPeopleFromRostov-on-Don
yago:WikicatSovietPainters
yago:Artist109812338
yago:CausalAgent100007347
yago:Creator109614315
yago:Disputant109615465
yago:LivingThing100004258
yago:Militant110315837
yago:Object100002684
yago:Organism100004475
yago:Painter110391653
yago:Person100007846
yago:PhysicalEntity100001930
yago:Reformer110515194
yago:YagoLegalActor
yago:YagoLegalActorGeo
dbo:Artist
yago:Whole100003553
yago:WikicatAbstractPainters
rdfs:comment
Seiran Khatlamadjian ou Seyran Khatlamajyan (en arménien Սեյրան Խաթլամաջյան ou Սեյրան Խաթլամաճեան) est un peintre et intellectuel arménien, né le 20 avril 1937 dans l’oblast de Rostov en URSS et mort le 14 septembre 1994 à Erevan en Arménie. Il est considéré comme le père fondateur de l’art abstrait arménien dans l’Union soviétique. (fr)
Seiran Khatlamadjian (Armenian: Սեյրան Խաթլամաջյան or Սէյրան Խաթլամաճեան; April 20, 1937 - September 14, 1994) was a prominent Armenian painter, graphic artist, and public figure. He is considered as one of the founding fathers of the Armenian abstract art movement. (en)
Сейра́н Ованне́сович Хатламаджя́н (арм. Սեյրան Խաթլամաջյան; англ. Seyran Khatlamajyan or Seiran Khatlamadjian, 20 апреля 1937, с. Чалтырь, Ростовская область — 14 сентября 1994, Ереван) — армянский живописец, график и общественный деятель, «один из отцов-основателей армянского абстракционизма». (ru)
rdfs:label
Seiran Khatlamadjian (fr)
Seiran Khatlamadjian (en)
Хатламаджян, Сейран Ованесович (ru)
owl:sameAs
freebase:Seiran Khatlamadjian
yago-res:Seiran Khatlamadjian
wikidata:Seiran Khatlamadjian
dbpedia-fa:Seiran Khatlamadjian
dbpedia-fr:Seiran Khatlamadjian
http://hy.dbpedia.org/resource/Սեյրան_Խաթլամաջյան
dbpedia-ru:Seiran Khatlamadjian
https://global.dbpedia.org/id/57spa
prov:wasDerivedFrom
wikipedia-en:Seiran_Khatlamadjian?oldid=1111192058&ns=0
foaf:depiction
wiki-commons:Special:FilePath/Seyran_Khatlamajyan_near_his_fresco_1967.jpg
foaf:isPrimaryTopicOf
wikipedia-en:Seiran_Khatlamadjian
foaf:name
Seiran Khatlamadjian (en)
Սէյրան Խաթլամաճեան (en)
is dbo:wikiPageRedirects of
dbr:Seyran_Khatlamajyan
is dbo:wikiPageWikiLink of
dbr:List_of_people_from_Rostov-on-Don
dbr:List_of_Armenian_painters
dbr:Seyran_Khatlamajyan
|
||||
8535
|
dbpedia
|
2
| 2
|
https://www.yumpu.com/en/document/view/11464561/cardinal-discusses-brotherly-ties-with-armenian-church
|
en
|
Cardinal Discusses 'Brotherly Ties' with Armenian Church
|
[
"https://assets.yumpu.com/release/ou6ZPgO72P294QN/v5/img/logo/Yumpu_Logo_RGB.png",
"https://assets.yumpu.com/release/ou6ZPgO72P294QN/v5/img/account/document_privacy_modal/step1.png",
"https://assets.yumpu.com/release/ou6ZPgO72P294QN/v5/img/account/document_privacy_modal/step2.png",
"https://img.yumpu.com/11464561/1/500x640/cardinal-discusses-brotherly-ties-with-armenian-church.jpg",
"https://assets.yumpu.com/v4/img/avatar/female-200x200.jpg",
"https://img.yumpu.com/51476223/1/167x260/the-armenian-mirror-spectator-august-17-2013.jpg?quality=85",
"https://img.yumpu.com/15759046/1/167x260/during-visit-to-armenia-sarkozy-urges-ankara-to-armenian-mirror-.jpg?quality=85",
"https://img.yumpu.com/15714044/1/167x260/the-armenian-mirror-spectator-february-4-2012.jpg?quality=85",
"https://img.yumpu.com/12100820/1/169x260/the-armenian-mirror-spectator-february-2-2013.jpg?quality=85",
"https://img.yumpu.com/11464723/1/167x260/writers-honored-armenian-mirror-spectator.jpg?quality=85",
"https://img.yumpu.com/11464656/1/169x260/seeroon-in-la-obama-congratulates-armenian-president.jpg?quality=85",
"https://img.yumpu.com/9868852/1/169x260/the-armenian-mirror-spectator-january-12-2013.jpg?quality=85",
"https://img.yumpu.com/9830858/1/169x260/gutenberg-exhibit-armenian-mirror-spectator.jpg?quality=85",
"https://img.yumpu.com/7940939/1/167x260/inspirational-vergin-mazmanian-103-dies-bipartisan-genocide-.jpg?quality=85",
"https://img.yumpu.com/7390699/1/169x260/lens-trained-rebirth-concert-in-nyc-unites-community-.jpg?quality=85",
"https://img.yumpu.com/6927330/1/169x260/police-urged-to-show-neutrality-in-elections-armenian-mirror-.jpg?quality=85",
"https://img.yumpu.com/5187628/1/167x260/news-inbrief-armenian-mirror-spectator.jpg?quality=85",
"https://assets.yumpu.com/release/ou6ZPgO72P294QN/v5/img/logo/yumpu-footer2x.png",
"https://assets.yumpu.com/v5/img/footer/worldmap-retina.png"
] |
[] |
[] |
[
"mirrorspectator.com",
"armenian",
"armenia",
"armenians",
"genocide",
"costikyan",
"chairman",
"yerevan",
"turkish",
"studies",
"yuroz",
"cardinal",
"discusses",
"mirrorspectator.com"
] | null |
[
"Yumpu.com"
] | null |
Cardinal Discusses 'Brotherly Ties' with Armenian Church
|
en
|
yumpu.com
|
https://www.yumpu.com/en/document/view/11464561/cardinal-discusses-brotherly-ties-with-armenian-church
|
Mirror-Spectator By Aram Arkun Mirror-Spectator Staff THE ARMENIAN Volume LXXXIII, NO. 1, Issue 4246 NEW YORK — Dr. Taner Akçam, in an interview <strong>with</strong> the <strong>Armenian</strong> Mirror- Spectator after receiving the Man of the Year Award from the Knights of Vartan in on July 7 (see story below), expanded on some points of his speech and made interesting new observations on the course of Turkish-<strong>Armenian</strong> relations and the <strong>Armenian</strong> Genocide. Akçam is the Robert Aram, Marianne Kaloosdian, and Stephen and Marion Mugar Chair in <strong>Armenian</strong> Genocide Studies at Clark University. He said that the turning point in his relationship <strong>with</strong> <strong>Armenian</strong>s was the publica- J U LY 2 1 , 2 0 1 2 tion of his book, A Shameful Act, in 2006. The appearance of this book led him to become the target of an organized hate campaign coordinated from Ankara by the paramilitary semisecret organization Ergenekon. This in turn seems to have helped dissipate fears and suspicions about him <strong>with</strong>in <strong>Armenian</strong> communities in the diaspora. Akçam said that of course he also has changed in the past 20 years, especially politically. He gave an example of how he is now more open and relaxed than before: “When I first came to the United States, in 2002 or 2003, an <strong>Armenian</strong> group in New York wanted to give me an award. I declined. I was scared. Also, I was very careful not to make certain political demands, such as the recognition of the <strong>Armenian</strong> In OOur 80tthh YYeaarr The First English Language <strong>Armenian</strong> Weekly in the United States Since 1932 Prof. Akçam Muses on Turkish- <strong>Armenian</strong> Relations and Genocide NAASR Founding Chairman Manoog Young Dies BELMONT, Mass. — Manoog Soghomon Young of Belmont, the founding chairman of the National Association for <strong>Armenian</strong> Studies and Research (NAASR) and its chairman until 2001, died on Tuesday, July 3, at the age of 94. He is survived by his wife of 49 years Barbara (Johnson) Young, children Armen Young of Littleton, Mass., and Adrina Young Gobbi of North Billerica, Mass., and grandchildren Jake and Mariah Gobbi and Christopher and Lauren Young. Prof. Gerard J. Libaridian has aptly called Young “the father of the <strong>Armenian</strong> Studies movement,” and this begins to give a sense of Young’s role in ushering into existence the field of <strong>Armenian</strong> Studies in America and his half-century working to advance it. One of the founders of NAASR, which led the effort Manoog Young in 1995 in the 1950s and 1960s to establish permanent programs in <strong>Armenian</strong> Studies at American institutions of higher learning, starting <strong>with</strong> Harvard University, Young served as chairman of the Board of Directors from its inception in 1955 until 2001. During these decades both NAASR and the field of <strong>Armenian</strong> Studies continued to evolve and expand. see YOUNG, page 6 YEREVAN (Hetq) — Parliament member Ruben Hayrapetyan announced his resignation from parliament last week out of a sense of “moral responsibility” he feels over the June 17 beating of military physicians at the Harsnakar Restaurant he owns on the outskirts of Yerevan. The army doctors were beaten by restaurant employees and a personal bodyguard of Hayrapetyan. One of the physicians, Vahe Avetyan, never regained consciousness and died in a hospital a few days later. “I would give everything to have been there on that terrible evening and stopped the tragedy <strong>with</strong> my own hands. I would give everything to be able to turn the clock back. But I can’t,” said the tycoon, who has the nickname Nemetz Rubo, in his public resignation from the parliament. The move comes after a wave of public protest, both in the streets and on the internet, charging Hayrapetyan <strong>with</strong> creating an environment in which such a savage attack was possible and demanding that he resign. There is an on-line petition calling on UEFA and FIFA to call for Hayrapetyan’s resignation as the president of Armenia’s Football Federation. “I should have prevented such a tragedy but wasn’t able to. Such incidents should not be possible in establishments owned by see RESIGNATION, page 3 $ 2.00 Dr. Taner Akçam receives the Man of the Year Award from Dr. Dennis Papazian. Genocide by the Turkish government. … I was cautious and scared because of the attacks against me. I tried not to be a public intellectual but a simple academic as much as possible.” see AKÇAM, page 9 Knights Honor Taner Akçam, Ragip Zarakolu at New York Convocation By Florence Avakian Special to the Mirror-Spectator NEW YORK — For the first time in its nearly 100-year history, the Knights of Vartan honored two internationally distinguished men of Turkish origin — Dr. Taner Akçam and Ragip Zarakolu — <strong>with</strong> the “Men of the Year” awards. This unique event took place at the conclusion of the 94th annual Knights of Vartan Grand Lodge convocation in the ballroom of New York City’s Marriott Downtown Hotel during a banquet on Saturday, July 7. The gala event capped the almost weeklong convocation of the Knights and Daughters of Vartan, under the General Chairmanship of Antranik Platyan. Among see CONVOCATION, page 9 Hayrapetyan Resigns from Parliament Following Death of Beating Victim Ruben Hayrapetyan NEWS INBRIEF <strong>Cardinal</strong> <strong>Discusses</strong> ‘Brotherly Ties’ <strong>with</strong> <strong>Armenian</strong> <strong>Church</strong> ECHMIADZIN (RFE/RL) — A high-ranking envoy of Pope Benedict XVI called for the strengthening of “brotherly relations” between the Roman Catholic and <strong>Armenian</strong> Apostolic <strong>Church</strong>es during a visit on Monday. <strong>Cardinal</strong> Leonardo Sandri, prefect of the Catholic Congregation for Eastern <strong>Church</strong>es, met <strong>with</strong> Catholicos Karekin II, the supreme head of the <strong>Armenian</strong> <strong>Church</strong>, at his official residence in Echmiadzin. “<strong>Cardinal</strong> Sandri … addressed the Roman Catholic <strong>Church</strong>’s brotherly relations <strong>with</strong> the <strong>Armenian</strong> <strong>Church</strong>, expressing hope that they will become even closer and deeper,” read a statement issued by Karekin’s press office. It said Sandri, whose congregation oversees Catholic communities in Eastern Europe and the Middle East, passed on Benedict’s “warm greetings” to the top <strong>Armenian</strong> cleric. Karekin, for his part, spoke of his “brotherly love” for the pontiff and “particular warmness” between the two “sister churches.” “His Holiness emphasized <strong>with</strong> satisfaction the importance of the existing productive cooperation between the [<strong>Armenian</strong>] Mother See and the Vatican in the educational and social spheres,” said the statement. Sandri was scheduled to meet <strong>with</strong> Foreign Minister Eduard Nalbandian on Tuesday. The cardinal was accompanied by Archbishop Rafael Minasian, the spiritual leader of the <strong>Armenian</strong> Catholic minorities in Armenia, Georgia and Eastern Europe. Turkey PM Calls Syria Massacres ‘Genocide’ ANAKARA (AP, DPA) — Turkey’s prime minister has warned Syrian leaders that the Syrian people will “make them pay” for massacres like the reported killing of dozens in a farming village by government forces this week. Recep Tayyip Erdogan calls the killings an attempted “genocide” and says such acts of violence are “the footsteps of a regime that is on its way out.” World leaders have heaped criticism on President Bashar Assad’s regime for the mass killings Thursday in the village of Tremseh. Activists say they have confirmed the deaths of more than 150 people at the hands of regime forces. Many more remain missing. The government says 50 were killed but denies its troops caused the deaths. Also on Saturday, opposition activists reported that at least 12 people were killed Saturday when a car bomb exploded in central Syria. Fifteen others were injured in the attack, which occurred in the district of al-Karameh in the central province of Hama, they added. INSIDE 65 Years Of Service Page 5 INDEX Arts and Living . . . . . . . . . . . . . . . . . . . 10 Armenia . . . . . . . . . . . . . . . . . . . 2, 3 Community News. . . . . . . . . . . . . . . . 5 Editorial . . . . . . . . . . . . . . . . . . . 14 International . . . . . . . . . . . . . . . . . . . . . . .4
|
|||||
8535
|
dbpedia
|
0
| 11
|
https://www.peekyou.com/_seirant
|
en
|
Seirant Facebook, Instagram & Twitter on PeekYou
|
[
"https://www.peekyou.com/images/frontpage/logo_letter.png",
"https://www.peekyou.com/images/frontpage/logo.png",
"https://www.peekyou.com/images/frontpage/logo.png",
"https://www.peekyou.com/images/green_arrow.svg?0405",
"https://www.peekyou.com/images/green_arrow.svg?0405",
"https://www.peekyou.com/images/red_arrow.svg?0405",
"https://www.peekyou.com/images/red_arrow.svg?0405"
] |
[] |
[] |
[
""
] | null |
[] | null |
Looking for Seirant? Found 1 person named Seirant along with free Facebook, Instagram, Twitter, and TikTok profiles on PeekYou - true people search.
|
en
|
/favicon.ico
|
PeekYou
|
https://www.peekyou.com/_seirant
| |||||
8535
|
dbpedia
|
0
| 0
|
https://m.facebook.com/armenianart/photos/seiran-khatlamadjian-armenian-%25D5%25BD%25D5%25A5%25D5%25B5%25D6%2580%25D5%25A1%25D5%25B6-%25D5%25AD%25D5%25A1%25D5%25A9%25D5%25AC%25D5%25A1%25D5%25B4%25D5%25A1%25D5%25BB%25D5%25B5%25D5%25A1%25D5%25B6-or-%25D5%25BD%25D5%25A7%25D5%25B5%25D6%2580%25D5%25A1%25D5%25B6-%25D5%25AD%25D5%25A1%25D5%25A9%25D5%25AC%25D5%25A1%25D5%25B4%25D5%25A1%25D5%25B3%25D5%25A5%25D5%25A1%25D5%25B6-april-20-/516115818504777/
|
en
|
Facebook
|
https://static.xx.fbcdn.net/rsrc.php/yb/r/hLRJ1GG_y0J.ico
|
https://static.xx.fbcdn.net/rsrc.php/yb/r/hLRJ1GG_y0J.ico
|
[
"https://facebook.com/security/hsts-pixel.gif"
] |
[] |
[] |
[
""
] | null |
[] | null |
Sieh dir auf Facebook Beiträge, Fotos und vieles mehr an.
|
de
|
https://static.xx.fbcdn.net/rsrc.php/yb/r/hLRJ1GG_y0J.ico
|
https://www.facebook.com/login/
| ||||
8535
|
dbpedia
|
0
| 7
|
https://edurank.org/uni/yerevan-state-academy-of-fine-arts/alumni/
|
en
|
14 Notable Alumni of the Yerevan State Academy of Fine Arts
|
[
"https://edurank.org/assets/img/logo.svg",
"https://edurank.org/assets/img/alumni/tigran-tsitoghdzyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/mihran-hakobyan.jpg",
"https://edurank.org/assets/img/flags/azerbaijan-flag.svg",
"https://edurank.org/assets/img/alumni/robert-elibekyan.jpg",
"https://edurank.org/assets/img/flags/georgia-flag.svg",
"https://edurank.org/assets/img/alumni/karen-aghamyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/vruir-galstian.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/seiran-khatlamadjian.jpg",
"https://edurank.org/assets/img/flags/russia-flag.svg",
"https://edurank.org/assets/img/alumni/armine-tumanyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/margarita-matulyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/stella-grigoryan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/suren-safaryan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/hripsime-margaryan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/gagik-siravyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/ara-h-hakobyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/alumni/tsolak-mlke-galstyan.jpg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/flags/armenia-flag.svg",
"https://edurank.org/assets/img/logo.svg",
"https://edurank.org/assets/img/misc/info-mail.svg"
] |
[] |
[] |
[
""
] | null |
[
"EduRank"
] |
2021-08-11T10:00:00-08:00
|
Below is the list of 14 notable alumni from the Yerevan State Academy of Fine Arts sorted by their wiki pages popularity. The directory includes famous graduates and former students along with research and academic staff.
|
en
|
/favicon.png
|
EduRank.org - Discover university rankings by location
|
https://edurank.org/uni/yerevan-state-academy-of-fine-arts/alumni/
|
14 Notable alumni of
Yerevan State Academy of Fine Arts
Updated: February 29, 2024
EduRank
The Yerevan State Academy of Fine Arts is 4094th in the world, 1099th in Asia, and 12th in Armenia by aggregated alumni prominence. Below is the list of 14 notable alumni from the Yerevan State Academy of Fine Arts sorted by their wiki pages popularity. The directory includes famous graduates and former students along with research and academic staff.
Tigran Tsitoghdzyan
Born in
Armenia
Years
1976-.. (age 48)
Occupations
painter
Biography
Tigran Tsitoghdzyan is an Armenian, New York City based painter born in 1976.
Mihran Hakobjan
Born in
Azerbaijan
Years
1984-.. (age 40)
Enrolled in the Yerevan State Academy of Fine Arts
Studied in 2000-2006
Occupations
paintersculptorfilm director
Biography
Mihran Hakobyan is an Armenian sculptor. He created the 2014 Wikipedia Monument in Słubice, the first one of its type.
Robert Elibekyan
Born in
Georgia
Years
1941-.. (age 83)
Occupations
painter
Biography
Robert Elibekyan is an Armenian painter.
Karen Aghamyan
Born in
Armenia
Years
1946-.. (age 78)
Occupations
painter
Biography
Karen Aghamyan is an Armenian painter. He has served as President of the Artists' Union of Armenia since 1998.
Vruir Galstian
Born in
Armenia
Years
1924-1996 (aged 72)
Occupations
painter
Biography
Vruir Yezekiel Galstian was an Armenian painter.
Seyran Khatlamajyan
Born in
Russia
Years
1937-1994 (aged 57)
Occupations
painterpublic figuregraphic artist
Biography
Seiran Khatlamadjian was a prominent Armenian painter, graphic artist, and public figure. He is considered as one of the founding fathers of the Armenian abstract art movement.
Armine Toumanyan
Born in
Armenia
Years
1975-.. (age 49)
Occupations
designerpainter
Biography
Armine A. Tumanyan, Armenian painter, designer, coordinator of painting exhibitions. Member of the Artists' Union of Armenia, Head of Tavush Branch, Director of Tavush Spiritual Revival Foundation.
Margarita Matulyan
Born in
Armenia
Years
1985-.. (age 39)
Enrolled in the Yerevan State Academy of Fine Arts
Studied in 2002-2007
Occupations
sculptor
Biography
Margarita Matulyan is an Armenian artist and sculptor.
Stella Grigoryan
Born in
Armenia
Years
1989-.. (age 35)
Occupations
paintersculptorteacher
Biography
Stella Grigoryan is an Armenian artist, sculptor, teacher.
Suren Safaryan
Born in
Armenia
Years
1983-.. (age 41)
Occupations
painter
Biography
Suren Safaryan, also known as Safar, is an Armenian artist.
Hripsime Margaryan
Born in
Armenia
Years
1975-.. (age 49)
Occupations
painter
Biography
Hripsime Margaryan is an Armenian artist.
Gagik Siravyan
Born in
Armenia
Years
1970-.. (age 54)
Occupations
painter
Biography
Gagik Siravyan, is an Armenian artist.
Ara Hakobyan
Born in
Armenia
Years
1973-.. (age 51)
Enrolled in the Yerevan State Academy of Fine Arts
Studied in 1990-1997
Occupations
painter
Biography
Ara H. Hakobyan, is an Armenian artist, art critic. Doctor of Sciences (Arts) (2017), Professor (2018). Member of Artist Union of the Republic of Armenian (1999).
Tsolak Mlke-Galstyan
Born in
Armenia
Years
1984-.. (age 40)
Enrolled in the Yerevan State Academy of Fine Arts
Studied in 2001-2007
Occupations
choreographerpainterplaywright
Biography
Tsolak Mlke-Galstyan is an Armenian dancer, stage actor, choreographer, and stage manager. He is the co-founder and art director of MIHR Theatre.
|
||||
8535
|
dbpedia
|
3
| 0
|
http://cryer.org.uk/Seiran_Khatlamadjian/
|
en
|
Seiran Khatlamadjian Explained
|
[
"http://cryer.org.uk/images/brain.gif"
] |
[] |
[] |
[
"khatlamadjian",
"seiran",
"seiran khatlamadjian",
"art",
"armenian",
"yerevan",
"artist",
"museum",
"web",
"14",
"site",
"web site",
"2012",
"canvas",
"oil",
"oil on canvas"
] | null |
[] | null |
What is Seiran Khatlamadjian? Seiran Khatlamadjian was a prominent Armenian painter, graphic artist, and public figure.
| null |
Seiran Khatlamadjian (Armenian: Սեյրան Խաթլամաջյան or Սէյրան Խաթլամաճեան; April 20, 1937 – September 14, 1994) was a prominent Armenian painter, graphic artist, and public figure. He is considered one of the founding fathers of the Armenian abstract art movement.[7] [8]
Life
Seiran Khatlamadjian was born April 20, 1937, in the village of Chaltyr near Rostov-on-Don. His parents were dispossessed landowners.[9] Since childhood, Seiran was fascinated by drawing and at the age of 14 starts his study at children's art school in Rostov-on-Don. In 1953 he entered Mitrofan Grekov School of Art in Rostov-on-Don and graduated from the School in 1959 with honors. Then he moved to Yerevan, Armenia and enrolled in 1959 in Yerevan Fine Arts and Theater Institute, graduated from it in 1964.[7] Seiran Khatamaladjian's years of his student life in the capital of Armenia were marked by his active involvement in social and cultural issues.[10]
Works
Initially the young artist was influenced by Martiros Saryan, but then evolved into a non-figurative style of painting. The source of his artistic inspiration in his later years was the work of Wassily Kandinsky and Arshile Gorky.[11] In the abstract genre Seiran Khatlamadjian used as a soft, transparent tone and active and bright colors. The artist is also known for his series of "Magic Armenia", which is an artistic fusion of history and mythology, reality and mystery, paganism and Christianity. Khatlamadjian participated in many ethnographic expeditions to Armenia and painted landscapes in all its regions. In this case, all of his creative life was entirely related to Armenia, where he settled and drew several paintings which were highly respected by the public and professionals.[12] In 1967, he became a member of the Artists' Union of Armenia. Seiran Khatlamadjian left a large number of paintings and drawings, some of which are exhibited in the Tretyakov Gallery (Moscow),[13] National Gallery of Armenia,[14] Contemporary Art Museum (Yerevan), Museum of Oriental Cultures (Moscow),[15] Gnessins Music Institute (Moscow), Rostov Regional Museum of Local History,[16] Zimmerli Art Museum (Rutgers University, New Jersey, USA), and in a number of state buildings in Armenia such as the Constitutional Court, presidential residence, and National Assembly. His work is also exhibited in many private collections in Armenia and abroad.Seiran Khatlamadjian show an emotional quality parallel with the art of Arshile Gprky. Khatlamajian has the vibrant line, but he is the more lyrical of in his finely executed drawings and his abstract canvases (1991–1994). Freed of the constraints of figurative art, this artist create a visual structure, which, at its best, can be considered a plastic formula for the Armenian spirit: a polyphonic harmony of colors penetrated by sharp and thorn-like lines. This coexistence in his works of peaceful harmony and dramatic disturbance reflecting the troubled course of Armenian history.[17]
Seiran Khatlamadjian took active part in the public life in Armenia and was not limited to his role as artist. With his direct participation, Khatlamadjian developed and adopted state symbols for the Republic of Armenia. He actively searched archives and studied the state anthem of the First Republic of Armenia (1918–1920). Khatlamadjian contributed to the restoration of the Armenian coat of arms which was created by the architect Alexander Tamanyan and academician of the Russian Academy of Arts Hakob Kojoyan. He has been actively campaigning for its approval as a national state anthem of independent Armenia which was approved on April 19, 1992, by the Supreme Council of Armenia. Seiran Khatlamadjian died on September 14, 1994, and is buried in the city of Yerevan.[18]
Notes and References
|
|||||||
8535
|
dbpedia
|
1
| 2
|
https://dbpedia.org/page/Seiran_Khatlamadjian
|
en
|
About: Seiran Khatlamadjian
|
http://commons.wikimedia.org/wiki/Special:FilePath/Seyran_Khatlamajyan_near_his_fresco_1967.jpg?width=300
|
http://commons.wikimedia.org/wiki/Special:FilePath/Seyran_Khatlamajyan_near_his_fresco_1967.jpg?width=300
|
[
"https://dbpedia.org/statics/images/dbpedia_logo_land_120.png",
"http://commons.wikimedia.org/wiki/Special:FilePath/Seyran_Khatlamajyan_near_his_fresco_1967.jpg?width=300",
"https://dbpedia.org/statics/images/virt_power_no_border.png",
"https://dbpedia.org/statics/images/LoDLogo.gif",
"https://dbpedia.org/statics/images/sw-sparql-blue.png",
"https://dbpedia.org/statics/images/od_80x15_red_green.png",
"https://www.w3.org/Icons/valid-xhtml-rdfa"
] |
[] |
[] |
[
""
] | null |
[] | null |
Seiran Khatlamadjian (Armenian: Սեյրան Խաթլամաջյան or Սէյրան Խաթլամաճեան; April 20, 1937 - September 14, 1994) was a prominent Armenian painter, graphic artist, and public figure. He is considered as one of the founding fathers of the Armenian abstract art movement.
|
DBpedia
|
http://dbpedia.org/resource/Seiran_Khatlamadjian
|
dbo:abstract
Seiran Khatlamadjian ou Seyran Khatlamajyan (en arménien Սեյրան Խաթլամաջյան ou Սեյրան Խաթլամաճեան) est un peintre et intellectuel arménien, né le 20 avril 1937 dans l’oblast de Rostov en URSS et mort le 14 septembre 1994 à Erevan en Arménie. Il est considéré comme le père fondateur de l’art abstrait arménien dans l’Union soviétique. (fr)
Seiran Khatlamadjian (Armenian: Սեյրան Խաթլամաջյան or Սէյրան Խաթլամաճեան; April 20, 1937 - September 14, 1994) was a prominent Armenian painter, graphic artist, and public figure. He is considered as one of the founding fathers of the Armenian abstract art movement. (en)
Сейра́н Ованне́сович Хатламаджя́н (арм. Սեյրան Խաթլամաջյան; англ. Seyran Khatlamajyan or Seiran Khatlamadjian, 20 апреля 1937, с. Чалтырь, Ростовская область — 14 сентября 1994, Ереван) — армянский живописец, график и общественный деятель, «один из отцов-основателей армянского абстракционизма». Источниками его артистического вдохновения было творчество Василия Кандинского и Аршила Горки. Одновременно, Хатламаджян был близок и Мартиросу Сарьяну (1880—1972), с которым его (несмотря на разницу в возрасте) долгие годы связывала глубокая духовная близость. Хатламаджян создал собственный живописный язык, который (по словам Сарьяна) имел основой «высокий профессионализм и глубокое знание истории искусства». В абстрактном жанре Сейран Хатламаджян использовал как мягкие, прозрачные тона так и активные, звучные краски. Художник известен также своей серией «Сказочная Армения», которая представляет собой художественный сплав истории и мифологии, реальности и тайны, язычества и христианства. Хатламаджян проявил себя и как реалистичный художник. Он участвовал во многих этнографических экспедициях по Армении, писал пейзажи во всех её уголках. Его графика имеет особый рисунок, который придает почерку художника узнаваемые черты. Сейран Хатламаджян развивал то течение в изобразительном искусстве, которое в СССР считалось «буржуазным», и по соображениям политической и идеологической цензуры имя Хатламаджяна было вытеснено «официальными» искусствоведами из списка наиболее цитируемых и вследствие широко известных в мире (и диаспоре) армянских живописцев (Минас Аветисян и д. р.). (ru)
dbo:birthDate
1937-04-20 (xsd:date)
dbo:birthPlace
dbr:Rostov-on-Don
dbr:USSR
dbo:deathDate
1994-09-14 (xsd:date)
dbo:deathPlace
dbr:Armenia
dbr:Yerevan
dbo:movement
dbr:Abstract_art
dbr:Avant-garde
dbr:Soviet_Nonconformist_Art
dbo:nationality
dbr:Republic_of_Armenia
dbo:thumbnail
wiki-commons:Special:FilePath/Seyran_Khatlamajyan_near_his_fresco_1967.jpg?width=300
dbo:wikiPageID
37986448 (xsd:integer)
dbo:wikiPageLength
9235 (xsd:nonNegativeInteger)
dbo:wikiPageRevisionID
1111192058 (xsd:integer)
dbo:wikiPageWikiLink
dbr:Rostov-on-Don
dbc:Armenian_painters
dbr:Coat_of_arms_of_Armenia
dbr:Mitrofan_Grekov
dbc:1937_births
dbc:1994_deaths
dbr:USSR
dbr:Wassily_Kandinsky
dbr:Hakob_Kojoyan
dbr:Armenia
dbr:Armenians
dbr:Arshile_Gorky
dbc:Abstract_painters
dbc:Russian_people_of_Armenian_descent
dbc:Soviet_Armenians
dbc:Soviet_painters
dbr:Abstract_art
dbc:Artists_from_Rostov-on-Don
dbc:Armenian_activists
dbr:Avant-garde
dbr:Martiros_Saryan
dbr:Yerevan
dbr:Republic_of_Armenia
dbr:Soviet_Nonconformist_Art
dbr:Alexander_Tamanyan
dbp:birthDate
1937-04-20 (xsd:date)
dbp:birthPlace
dbr:Rostov-on-Don
dbr:USSR
dbp:caption
Seiran Khatlamadjian near his fresco 1967 (en)
dbp:deathDate
1994-09-14 (xsd:date)
dbp:deathPlace
dbr:Armenia
dbr:Yerevan
dbp:imageSize
200 (xsd:integer)
dbp:knownFor
painter, graphic artist, illustrator, and public figure (en)
dbp:movement
Abstract, Avant-garde, and Nonconformist (en)
dbp:name
Seiran Khatlamadjian (en)
Սէյրան Խաթլամաճեան (en)
dbp:nationality
dbr:Republic_of_Armenia
dbp:notableWorks
Adam and Eve , 1970, oil on canvas, 180x240 ; (en)
Magic Armenia, 1968, oil on canvas, 100x130 ; (en)
Red Composition, 1972, 123x187, oil on canvas, USA; (en)
Illustrations cycle for Vahan Totoventz's novel The Life on Ancient Roman Road, 1966, tempera on cardboard, 50х70 cm, (en)
Composition, 1987, Oil on canvas, 90x90 cm, Collection of the Yerevan Modern Art Museum (en)
dbp:wikiPageUsesTemplate
dbt:Authority_control
dbt:Birth_date
dbt:Infobox_artist
dbt:Reflist
dbt:Death_date_and_age
dcterms:subject
dbc:Armenian_painters
dbc:1937_births
dbc:1994_deaths
dbc:Abstract_painters
dbc:Russian_people_of_Armenian_descent
dbc:Soviet_Armenians
dbc:Soviet_painters
dbc:Artists_from_Rostov-on-Don
dbc:Armenian_activists
gold:hypernym
dbr:Painter
rdf:type
owl:Thing
foaf:Person
dbo:Person
dul:NaturalPerson
wikidata:Q19088
wikidata:Q215627
wikidata:Q483501
wikidata:Q5
wikidata:Q729
yago:WikicatArmenianActivists
yago:WikicatArmenianPainters
dbo:Animal
dbo:Eukaryote
dbo:Species
schema:Person
yago:WikicatPeopleFromRostov-on-Don
yago:WikicatSovietPainters
yago:Artist109812338
yago:CausalAgent100007347
yago:Creator109614315
yago:Disputant109615465
yago:LivingThing100004258
yago:Militant110315837
yago:Object100002684
yago:Organism100004475
yago:Painter110391653
yago:Person100007846
yago:PhysicalEntity100001930
yago:Reformer110515194
yago:YagoLegalActor
yago:YagoLegalActorGeo
dbo:Artist
yago:Whole100003553
yago:WikicatAbstractPainters
rdfs:comment
Seiran Khatlamadjian ou Seyran Khatlamajyan (en arménien Սեյրան Խաթլամաջյան ou Սեյրան Խաթլամաճեան) est un peintre et intellectuel arménien, né le 20 avril 1937 dans l’oblast de Rostov en URSS et mort le 14 septembre 1994 à Erevan en Arménie. Il est considéré comme le père fondateur de l’art abstrait arménien dans l’Union soviétique. (fr)
Seiran Khatlamadjian (Armenian: Սեյրան Խաթլամաջյան or Սէյրան Խաթլամաճեան; April 20, 1937 - September 14, 1994) was a prominent Armenian painter, graphic artist, and public figure. He is considered as one of the founding fathers of the Armenian abstract art movement. (en)
Сейра́н Ованне́сович Хатламаджя́н (арм. Սեյրան Խաթլամաջյան; англ. Seyran Khatlamajyan or Seiran Khatlamadjian, 20 апреля 1937, с. Чалтырь, Ростовская область — 14 сентября 1994, Ереван) — армянский живописец, график и общественный деятель, «один из отцов-основателей армянского абстракционизма». (ru)
rdfs:label
Seiran Khatlamadjian (fr)
Seiran Khatlamadjian (en)
Хатламаджян, Сейран Ованесович (ru)
owl:sameAs
freebase:Seiran Khatlamadjian
yago-res:Seiran Khatlamadjian
wikidata:Seiran Khatlamadjian
dbpedia-fa:Seiran Khatlamadjian
dbpedia-fr:Seiran Khatlamadjian
http://hy.dbpedia.org/resource/Սեյրան_Խաթլամաջյան
dbpedia-ru:Seiran Khatlamadjian
https://global.dbpedia.org/id/57spa
prov:wasDerivedFrom
wikipedia-en:Seiran_Khatlamadjian?oldid=1111192058&ns=0
foaf:depiction
wiki-commons:Special:FilePath/Seyran_Khatlamajyan_near_his_fresco_1967.jpg
foaf:isPrimaryTopicOf
wikipedia-en:Seiran_Khatlamadjian
foaf:name
Seiran Khatlamadjian (en)
Սէյրան Խաթլամաճեան (en)
is dbo:wikiPageRedirects of
dbr:Seyran_Khatlamajyan
is dbo:wikiPageWikiLink of
dbr:List_of_people_from_Rostov-on-Don
dbr:List_of_Armenian_painters
dbr:Seyran_Khatlamajyan
|
||||
8535
|
dbpedia
|
1
| 3
|
https://www.facebook.com/armenianart/
|
en
|
Facebook
|
https://static.xx.fbcdn.net/rsrc.php/yv/r/B8BxsscfVBr.ico
|
https://static.xx.fbcdn.net/rsrc.php/yv/r/B8BxsscfVBr.ico
|
[
"https://facebook.com/security/hsts-pixel.gif?c=3.2"
] |
[] |
[] |
[
""
] | null |
[] | null |
Sieh dir auf Facebook Beiträge, Fotos und vieles mehr an.
|
de
|
https://static.xx.fbcdn.net/rsrc.php/yv/r/B8BxsscfVBr.ico
|
https://www.facebook.com/login/
| ||||
8535
|
dbpedia
|
3
| 1
|
https://www.armmuseum.ru/fine-art-of-the-xix-and-centuries-eng
|
en
|
Fine art of the XIX and ХХ centuries — Армянский музей Москвы и культуры наций
|
http://static1.squarespace.com/static/54412118e4b03de3b6796773/t/5739c5eef85082cb3f2cd147/1463404018470/%D0%94%D0%BB%D1%8F-%D1%81%D0%BE%D1%86%D0%B8%D0%B0%D0%BB%D1%8C%D0%BD%D1%8B%D0%B9-%D1%81%D0%B5%D1%82%D0%B5%D0%B9.jpg?format=1500w
|
http://static1.squarespace.com/static/54412118e4b03de3b6796773/t/5739c5eef85082cb3f2cd147/1463404018470/%D0%94%D0%BB%D1%8F-%D1%81%D0%BE%D1%86%D0%B8%D0%B0%D0%BB%D1%8C%D0%BD%D1%8B%D0%B9-%D1%81%D0%B5%D1%82%D0%B5%D0%B9.jpg?format=1500w
|
[
"https://mc.yandex.ru/watch/97831292",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1445504649466-9UP4MIKBZKK76ZCKUJEH/Untitled-1.png",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1445504649466-9UP4MIKBZKK76ZCKUJEH/Untitled-1.png",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1504853201878-D16LEG06C8G8TGYCUPRV/%D0%9F%D1%80%D0%B8%D0%B1%D1%80%D0%B5%D0%B6%D0%BD%D0%B0%D1%8F%2B%D0%B4%D0%BE%D1%80%D0%BE%D0%B3%D0%B0%2B1899.jpg",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1504853279218-VH1J66MP774FJ6TWH9VU/%D0%94%D0%B5%D1%80%D0%B5%D0%B2%D0%B5%D0%BD%D1%81%D0%BA%D0%B8%D0%B9%2B%D1%82%D0%B0%D0%BD%D0%B5%D1%86.jpg",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1503915044510-3KHTM0O3J33HFOMLGFMC/%D0%BF%D0%BE%D1%80%D1%82%D1%80%D0%B5%D1%82.jpg",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1503917473396-SA16YHYIUDDC1SQLTKA7/image-asset.jpeg",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1503919160882-HS91OQPD9THIXKF5TDHX/%D0%BF%D0%BE%D1%80%D1%82%D1%80%D0%B5%D1%82.jpg",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1618583242952-GTD4CLY7SWZCHW8ZZ76Z/4.jpg",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1504002801188-YBYJR78345ZEJZC2NL96/image-asset.jpeg",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1504006454754-S1C7I6C3TB1GMDT7H34Z/image-asset.jpeg",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1504007405305-WKCUGZWARPORF6XG15HN/image-asset.png",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1504076223994-LZ67QY3LHFKP81EU2HB8/image-asset.jpeg",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1504084231029-N8OJ8B822JMOA55DXM71/image-asset.jpeg",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1504248327463-ZQRWH6N0U9U93I3WD26P/image-asset.jpeg",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1504250349713-39OXXC903LU0AT4O7Q8A/image-asset.jpeg",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1504263498831-DX04GY58P6579HUPLLV6/image-asset.jpeg",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1513932741550-WQVPH59LCAHA1DP0VC45/%D0%90%D0%BC%D0%B0%D1%8F%D0%BA+%D0%90%D1%80%D1%86%D0%B0%D1%82%D0%BF%D0%B0%D0%BD%D1%8F%D0%BD+%D0%94%D0%B5%D0%B2%D1%83%D1%88%D0%BA%D0%B0+%D0%B7%D0%B0+%D1%84%D0%BE%D1%80%D1%82%D0%B5%D0%BF%D0%B8%D0%B0%D0%BD%D0%BE+1899.jpg",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1513939015708-2N3B4UXHCQI02DDELIQ4/%D0%AE%D0%BD%D0%BE%D1%88%D0%B0+%D0%B8%D0%B7+%D1%81%D0%B5%D0%BC%D1%8C%D0%B8+%D0%91%D0%B5%D0%B1%D1%83%D1%82%D0%BE%D0%B2%D1%8B%D1%85+1840-50.jpg",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1516365314741-KGT7L1EA2IP0XQ61KQQ9/%D0%93%D0%B0%D0%B1%D1%80%D0%B8%D1%8D%D0%BB_%D0%93%D1%8E%D1%80%D0%B4%D0%B6%D1%8F%D0%BD.jpg",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1521354886544-LYY1029SCNUN5VY9S7M5/Stepanosnazarian.jpg",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1532094806906-JN8U0LD40ZECLC5DQ03W/%D0%93%D1%80%D0%B8%D0%B3%D0%BE%D1%80_%D0%A8%D0%B0%D1%80%D0%B1%D0%B0%D0%B1%D1%87%D1%8F%D0%BD.jpg",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1533631002635-Q285B0MW40BT01KBMTGL/66500.JPG",
"https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1597847089377-9ONU2YEIXBXXSG48TVKF/%D1%84%D0%BE%D1%82%D0%BE.jpg"
] |
[] |
[] |
[
""
] | null |
[] | null |
en
|
https://images.squarespace-cdn.com/content/v1/54412118e4b03de3b6796773/1446448349329-CL2VU8SNNZPOADS5DWP0/favicon.ico?format=100w
|
Армянский музей Москвы и культуры наций
|
https://www.armmuseum.ru/fine-art-of-the-xix-and-centuries-eng
|
After the liberation of Eastern Armenia from the Persian yoke and its annexation to the Russian Empire, ties with Western and Russian art were strengthened. Secular art and, mainly, painting started to develop in a new direction.
In the 1830-70s history of the Armenian fine arts portrait painting began to occupy leading place. Among the portrait painters of the period, we should note Hakob Hovnatanyan Jr. and Stepanos Nersisyan - a follower of the academic school.
Nersisyan is considered the founder of the everyday life genre in the Armenian fine arts. He was the first in Armenian artist to combine a genre plot with a broad depiction of the landscape, painted from nature. In the first half of the 19th century, with the appearance of engravings and lithographs by Aghafon Hovnatanyan and Hovhannes Katanyan, Armenian panel graphics began to develop.
In the XIX century, there were many Armenian artists among the students of the Imperial Academy of Arts.
In 1860-1870s one of the founders of the romantic trend in Armenian painting, seascapeist Mkrtich Chivanyan was working.
Because of unfavorable political and economic conditions in Armenia, Armenian artists were primarily engaged in their creative activity in Tiflis, St. Petersburg and Moscow, as well as in the cities of Western and Eastern Europe, which contributed to the enrichment of their creativity with new artistic skills, devices and traditions of these host countries. They devoted their thematic works to the life of the Armenian nation, nature and history of Armenia. Hereby, in the 1880s a whole pleiad of artists appeared, who had dedicated their work to national themes.
At the end of the XIX century (1880-1890), A. Shamshinyan created realistic domestic paintings. He practically became the main continuer of the thematic genre in Armenian painting after S. Nersisyan. This genre, however, reached the highest development level in the works of one of the most remarkable Armenian artists, who created at the turn of the XIX-XX centuries - Vardges Surenyants. He created a series of paintings on historical subjects. Surenyants also acted as a theater artist and illustrator. He was a member of the «The Wanderers» («Peredvizhniki») оrganization.
Since the 1900s, some modernist approaches can be found in Surenyants’s paintings. He is also considered the largest graphic artist among those of that era’s Eastern Armenia. Surenyants’s contemporaries - Emmanuil Maghdesyan and Vardan Makhokhyan are masters of sea landscape. Realistic seascapes of Makhokhyan often have romantic shades, in some cases indirectly adjoining to symbolism. E. Nazaryan worked in the portrait genre, Hmayak Artsatpanyan - in portrait and everyday life genres, Karapet Chirakhyan - portrait and landscape genres. In the 1890s, landscape becomes independent genre of the Armenian painting. The founder of professional landscape painting is Gevorg Bashinjaghyan. His works, created with great skill and a sense of patriotism, depicted the nature and historical monuments of Armenia. Paintings with landscapes of France, Russia, and Georgia also occupied a significant place in the artist’s works. At the same time, Bashinjaghyan was known as the ideologist of classical artistic heritage preservation. In the landscape genre, Shamshinyan and Shishmanyan also worked.
Eghishe Tadevosyan, Panos Terlemezyan and Stepanos Aghajanyan created plot pictures in the vein of a realistic democratic trend of the 19th century and the first decade of the 20th century. Initially, works by Eghishe Tadevosyan had a significant influence on Surenyants’s art, especially in the national theme. However, since the 1900s, the artist has been more inclined to the impressionistic, pointillist methods of artistic expression. Panos Terlemezyan worked mainly in the portrait genre, however, the artist's manifested his talent also in everyday life and landscape genres.
The works by Hakob Hakobyan are quite notable - portraits, everyday life paintings and landscapes of which are distinguished by realistic skill and thematic unity. At the beginning of the 20th century, Martiros Saryan started his creative activity in Moscow. At the beginning of his creative path, Saryan worked in the traditions of symbolism. In his early works, it is noticeable that the artist was engaged in search for artistic expression new means.
At the beginning of the 20th century, etching master Edgar Shahin and Tigran Polat worked in Paris. In 1916 in Tiflis due to the Armenian artists’ efforts «Union of Armenian Artists» was founded. At the beginning of the 20th century, artists Khachatur Ter-Minasyan, David Okroyants, G. Gabrielyan, Arsen Shapanyan, Hovsep Pusman and others worked.
Graphics develops in the works of Arshak Fetfajyan and Vano Khojabekyan. Khojabekyan’s works depict scenes of Tiflis everyday life, they differ in their sense of humor, with an expressive grotesque touch. Fetfajyan entered the history of the fine arts of Armenia with his watercolor works depicting the historical monuments of Ani.
Fine art of the ХХ century
Since the 1920s, Armenian artists have increasingly begun to settle down in Armenia. In the new art school formation process Martiros Saryan's and Stepan Aghajanyan's works played a significant role. Saryan's skills were particularly brightly manifested in the genre of landscape, characteristic portraits, still life. Aghajanyan created in the realistic portrait genre. In the Armenian painting, landscape took the key place. In this genre Panos Terlemezyan, Eghishe Tadevosyan, Gabriel Gyurjyan, Sedrak Arakelyan also worked.
Alexander Bazhbeuk-Melikyan, Eghishe Tadevosyan, Hakob Kojoyan and others, created thematic works. Kojoyan began to play one of the leading roles in book graphics and panel painting. Theatrical painting was developed in the works by Georgy Yakulov, Martiros Saryan, Michael Arutchyan and others.
For painting of the 1940-1950s development of the plot genre, a new way of life - work scenes, historical subjects, as well as still life and landscape are more characteristic. Among the greatest artists of the mid-20th century there are Mariam Aslamazyan, Ara Bekaryan, Eduard Isabekyan, Grigor Khanjyan (the latter is also one of the most outstanding representatives of the Armenian 20th century painting), Hovhannes Zardaryan, Minas Avetisyan, Seiran Khatlamadjian, Alexander Grigoryan and others. The prominent painters such as Harutyun Galents and Petros Konturjyan repatriated from abroad. Lavinia Bazhbeuk-Melikyan started working in the genre of portrait, still-life and landscape since the second half of the 20th century.
In the second half of the 20th century, Sargis Muradyan created his masterpieces: «The last Night: Komitas» (1956), «Wedding in Hrazdan» (1960), «Sasun people» (1974).
Modern Armenian Painting
Modern Armenian painting is represented by artists of all directions. Their works can regularly be seen not only in the framework of the exhibitions within Armenia, but also abroad, and many well-known salons in Russia, Europe and the USA exhibit these works for sale. We can mention Grigor Azizyan's (1923-2003) and younger artists' – Artur Sarkissian's, Melik Ghazaryan's, Samvel Harutyunyan's, Albert Salyan's, Ashot Mkrtchyan's landscapes.
Artur Sarkissian's works are an example of abstract art. The main themes of his pictures are the liberation from the shackles of the Soviet past, the search for deep sources of Armenian culture in the pre-Soviet past.Armenian culture’s fundamental sources in the period before the Soviet. In 2005, in an interview with art historian Tamara Sinanyan, he noted: «My approach to painting is built on the desire to overcome the shackles of social realism». Paintings, silkscreen, excerpts from texts, signs, architectural elements, excerpts from other paintings are joined together on the canvases of his paintings. Among other things, Artur Sarkissian shows that the «aesthetic collage» possesses both separating and consolidating qualities that define the contemporary composition - the most significant art heritage of the 20th century. In his paintings, there is a motive for searching the heritage of the past, from samples of applied art to interiors, from architecture elements to seals, signs and manuscripts.
Most of the works by Alexander Aghabekov are collages on glass, including the complex technique of a multi-layer collage, created by the author himself. The metaphorical imagery of the artist's works corresponds to his original plastic method, based on the imposition and translucence of sonorous color planes. He is also an author of installations.
The graphic artist Rudolf Khachatryan was the student of the painter and sculptor Yervand Qochar. His creative development took place in the 1960s, when there was an active renewal of artistic traditions happening.
Sevada Grigoryan's exhibitions are held all over the world: in Japan, China, Russia and the USA. In 2014, the artist was invited to Nanjing. In China, he created more than a dozen paintings and participated in multiple exhibitions in various cities.
A number of works by artist Arevik Arevshatyan, a member of the Union of Artists of Armenia, is represented in the Museum of Modern Art in Yerevan, as well as within private collections in different countries.
Artist Hovik Zohrabyan is known for his graphics. He has lived and worked in Yerevan, Moscow, St. Petersburg. Since 1988, and to this day the artist has been living in Odessa.
Arshak Sargsyan studied at the National Center for Aesthetics in Armenia, and then continued his studies at the art school in Cyprus with the support of the «Paros» Foundation. His solo exhibitions were held in London, Bremen, Moscow, Paris and New York. He was commissioned to create a product for passenger terminals at the international airport «Zvartnots» in Armenia. In his works, he addresses the life of a modern human: its complexities and contradictions.
During his creative work, the artist Volodya Margaryan (Valmar) organized 40 individual and 120 group exhibitions in Armenia, Russia, Estonia and Latvia, in the cultural centers of Europe, the Middle East and America. His works are represented in museums and galleries of Armenia, Russia, the USA, Spain, Japan, France, as well as in private collections. In recent years, Valmar has worked closely with the galleries «Kew» (USA) and «EVAN».
Karen Alekyan was born in the city of Gyumri. He graduated from the Merkurov Fine Arts School in Gyumri, the Terlemezyan Art School in Yerevan and the Gyumri branch of the Yerevan State Academy of Arts. Alekyan's works are exhibited abroad.
Artist Sergey Narazyan, who graduated from the Yerevan State Institute of Fine Arts, calls himself a neo-realist. He draws inspiration from people's daily lives and their interactions.
|
|||
8535
|
dbpedia
|
0
| 6
|
http://caligraph.org/resource/Seiran_Khatlamadjian
|
en
|
Seiran Khatlamadjian
|
http://caligraph.org/resources/icon/caligraph_icon_whitering.ico
|
http://caligraph.org/resources/icon/caligraph_icon_whitering.ico
|
[
"http://caligraph.org/resources/images/DWS-Logo-2019.jpg"
] |
[] |
[] |
[
""
] | null |
[] | null |
CaLiGraph is a large-scale semantic knowledge graph with a rich ontology which is compiled from the DBpedia ontology, and Wikipedia categories & list pages. View all the information about 'Seiran Khatlamadjian' that is contained in the knowledge graph.
|
/resources/icon/caligraph_icon_whitering.ico
| null |
CaLiGraph is created and provided by the Data and Web Science Group, University of Mannheim.
For questions and other matters, feel free to contact us.
|
||||
correct_foundationPlace_00077
|
FactBench
|
3
| 41
|
https://www.scribd.com/document/536366875/ANSYS-Icepak-Users-Guide-18-2
|
en
|
ANSYS Icepak Users Guide 18.2
|
https://imgv2-1-f.scribdassets.com/img/document/536366875/original/0170ad3961/1721714341?v=1
|
https://imgv2-1-f.scribdassets.com/img/document/536366875/original/0170ad3961/1721714341?v=1
|
[
"https://s-f.scribdassets.com/webpack/assets/images/shared/gr_table_reading.9f6101a1.png"
] |
[] |
[] |
[
""
] | null |
[
"Panda Hero"
] | null |
ANSYS Icepak Users Guide 18.2 - Free ebook download as PDF File (.pdf), Text File (.txt) or read book online for free. ANSYS Icepak Users Guide 18.2
|
en
|
https://s-f.scribdassets.com/scribd.ico?66b1e207b?v=5
|
Scribd
|
https://www.scribd.com/document/536366875/ANSYS-Icepak-Users-Guide-18-2
| |||
correct_foundationPlace_00077
|
FactBench
|
3
| 57
|
https://www.financestrategists.com/financial-advisor/canonsburg-pa/
|
en
|
Find the Top Financial Advisors Serving Canonsburg, PA
|
[
"https://www.financestrategists.com/uploads/finance-strategists_logo_white_wyviau.png",
"https://www.financestrategists.com/uploads/finance-strategists_logo_white_wyviau.png",
"https://www.financestrategists.com/uploads/liquid_teq64i.gif",
"https://www.financestrategists.com/uploads/homepage/As-Seen-Logos/entrepreneur.png",
"https://www.financestrategists.com/uploads/homepage/As-Seen-Logos/msn-money.png",
"https://www.financestrategists.com/uploads/homepage/As-Seen-Logos/business-insider.png",
"https://www.financestrategists.com/uploads/homepage/As-Seen-Logos/investopedia.png",
"https://www.financestrategists.com/uploads/homepage/As-Seen-Logos/nasdaq.png",
"https://www.financestrategists.com/uploads/homepage/As-Seen-Logos/yahoo-finance.png",
"https://www.financestrategists.com/uploads/homepage/As-Seen-Logos/market-watch.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://www.financestrategists.com/uploads/liquid_teq64i.gif",
"https://www.financestrategists.com/firms/assets/financial-advisor/Canonsburg_PA.png",
"https://www.financestrategists.com/uploads/finance-strategists_logo_white_wyviau.png",
"https://www.financestrategists.com/uploads/homepage/Create-a-Free-Account-and-Ask-Any-Financial-Question2.png",
"https://www.financestrategists.com/uploads/modal/Our-Team-Will-Connect-You-With-a-Vetted-Trusted-Professional.png",
"https://www.financestrategists.com/uploads/modal/Get-Your-Question-Answered-and-Book-a-Free-Call-if-Necessary2.png",
"https://www.financestrategists.com/uploads/modal/Ask-Any-Financial-Question.png",
"https://www.financestrategists.com/uploads/modal/Question-Submitted2.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png",
"https://www.financestrategists.com/uploads/homepage/Create-a-Free-Account-and-Ask-Any-Financial-Question2.png",
"https://www.financestrategists.com/uploads/modal/Our-Team-Will-Connect-You-With-a-Vetted-Trusted-Professional.png",
"https://www.financestrategists.com/uploads/modal/Get-Your-Question-Answered-and-Book-a-Free-Call-if-Necessary2.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png",
"https://www.financestrategists.com/uploads/homepage/Create-a-Free-Account-and-Ask-Any-Financial-Question2.png",
"https://www.financestrategists.com/uploads/modal/Our-Team-Will-Connect-You-With-a-Vetted-Trusted-Professional.png",
"https://www.financestrategists.com/uploads/modal/Get-Your-Question-Answered-and-Book-a-Free-Call-if-Necessary2.png",
"https://www.financestrategists.com/uploads/modal/Ask-Any-Financial-Question.png",
"https://www.financestrategists.com/uploads/modal/Question-Submitted2.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png"
] |
[] |
[] |
[
""
] | null |
[
"True Tamplin"
] | null |
Connect with a local, vetted financial advisor in Canonsburg, PA who can provide the guidance and expertise you need to get on the right track.
|
en
|
Finance Strategists
|
https://www.financestrategists.com/financial-advisor/canonsburg-pa/
|
DISCLAIMERS
Finance Strategists has an advertising relationship with some of the companies included on this website. We may earn a commission when you click on a link or make a purchase through the links on our site. All of our content is based on objective analysis, and the opinions are our own.
Content sponsored by 11 Financial LLC. 11 Financial is a registered investment adviser located in Lufkin, Texas. 11 Financial may only transact business in those states in which it is registered, or qualifies for an exemption or exclusion from registration requirements. 11 Financial’s website is limited to the dissemination of general information pertaining to its advisory services, together with access to additional investment-related information, publications, and links.
For information pertaining to the registration status of 11 Financial, please contact the state securities regulators for those states in which 11 Financial maintains a registration filing. A copy of 11 Financial’s current written disclosure statement discussing 11 Financial’s business operations, services, and fees is available at the SEC’s investment adviser public information website – www.adviserinfo.sec.gov or from 11 Financial upon written request.
11 Financial does not make any representations or warranties as to the accuracy, timeliness, suitability, completeness, or relevance of any information prepared by any unaffiliated third party, whether linked to 11 Financial’s website or incorporated herein, and takes no responsibility therefor. The articles and research support materials available on this site are educational and are not intended to be investment or tax advice. All such information is provided solely for convenience purposes only and all users thereof should be guided accordingly.
|
|||||
correct_foundationPlace_00077
|
FactBench
|
1
| 62
|
https://www.soletanche-bachy.com/en/soletanche-polska-is-speeding-up-foundation-work-at-warsaws/
|
en
|
Soletanche Polska is speeding up foundation work at Warsaw’s
|
[
"https://digital-metrics.soletanchefreyssinet.com/matomo.php?idsite=142&rec=1",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2019/10/SOLETANCHE-BACHY-LOGO-mobile.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2019/10/SOLETANCHE-BACHY-LOGO-mobile.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2019/10/SOLETANCHE-BACHY-LOGO-mobile.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2019/10/3387×1905-PPT-jeunes-e1657632096837-1024x576.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/notre-histoire-vignette.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/direction-vignette.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/nos-modes-operatoires-vignette.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/engagement-safety.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/engagement-environnement2.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/engagement-digital.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2023/10/Ecoute-du-client.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/exegy-fond-beton.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-ouvrage-portuaire.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-barrage.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-eau-et-assainissement.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-tunnel.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-batiment.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-metro.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2023/03/Parking-souterrain.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-fondations-profondes.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-soutenement.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-etanchement.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-tunnel.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2023/03/Reprise-en-sous-oeuvre.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-amelioration-sol.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-confortement.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/06/EXEGY_SIGN_GB_RVB-1024x308-1.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/prefa.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/4shore.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/nos-services.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Soletanche_DwZachodni_11.07.2023-103-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Soletanche_DwZachodni_11.07.2023-18-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Soletanche_DwZachodni_11.07.2023-10-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Soletanche_DwZachodni_11.07.2023-10-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Soletanche_DwZachodni_11.07.2023-47-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Soletanche_DwZachodni_11.07.2023-2-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Bachy-Soletanche-Riverside-2-700x441.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/07/mise-FAU_ParvisProche_@ArchiGraphi@AtelierSchall@GroupementIRIS.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/05/Image1-700x441.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/3/2019/10/SOLETANCHE-BACHY-LOGO-icon-above-colour.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2020/03/SOLETANCHE-BACHY-LOGO-icon-above-grey200.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2023/10/SOLETANCHE-FREYSSINET-LOGO-icon-above-SOLID-RGB.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Bachy-Soletanche-Riverside-2-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/07/mise-FAU_ParvisProche_@ArchiGraphi@AtelierSchall@GroupementIRIS.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/05/Image1.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/04/caaf84cd-7205-48a9-b05f-110d89eaad79.jpeg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/block-all.svg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/skin2-ess.svg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/skin2-func.svg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/skin2-ana.svg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/skin2-adv.svg"
] |
[] |
[] |
[
""
] | null |
[
"dparmentier"
] |
2023-09-15T12:10:47+02:00
|
15/09/2023 Soletanche Polska is speeding up foundation work at Warsaw’sNon classé The work has jumped a segment - why? To this point, the work has been carried out segment by segment. Budimex demolished the existing infrastructure on segments 1,2,3 and 4 (in place of platforms 6,7,8 and 9) then the floor slab was made
|
en
|
CORPORATE SB - The world leader in foundations and soil technologies
|
https://www.soletanche-bachy.com/en/soletanche-polska-is-speeding-up-foundation-work-at-warsaws/
|
The work has jumped a segment – why?
To this point, the work has been carried out segment by segment. Budimex demolished the existing infrastructure on segments 1,2,3 and 4 (in place of platforms 6,7,8 and 9) then the floor slab was made and work was carried out in both underground and on the above-ground level, reconstructing the platforms and building the roofing. This was followed by the demolition of further platforms 3,4,5 located within segment 5. These platforms are mainly used for long-distance services. The most critical for the residents of the metropolis is the accessibility of the traction located between platforms 1 and 2, which serves the Rapid Urban Rail (SKM). And the Warsaw agglomerative rail (WKD).This area in the design division is classified as segment 6. The contractor decided to move forward with the design and construction work by first implementing segment 7 in order to keep metropolitan connections running smoothly at @Warsaw’s West Railway Station for as long as possible.
What is to be executed on segment 7
– The main work to be carried out in this area is the execution of diaphragm walls, which are used as a shoring for the excavation during the earthworks, as well as the foundation for the underground walkway to the station hall on level -1 and for the tram tunnel on level -2. In addition to diaphragm walls, we also need to construct a horizontal anti-filtration barrier, which will be carried out in a similar way to the other segments using jet-grouting technology. We will conclude our scope with the execution of strutting using steel struts. This time, similar to the works on segments 1 and 2, the remaining works will be carried out in an open excavation,” explains Marek Wasiluk, Project Manager on behalf of Soletanche Polska.
The excavation of the first slurry wall section on segment 7 took place on 6 July
60% of the diaphragm walls on segment 7 have already been completed.
— I consider the speed of work on this segment to be very good. We are working in shifts. We are not affected by the difficulties we had, for example on segment 5, where trains were running from both sides of the site, making deliveries difficult. Due to the holiday period, the collection of materials carried out smoothly. There are certainly more, collisions that we have to take into account when realising our scope, such as the pedestrian tunnel connecting the two railway stations with the bus station. We started mobilising the slurry wall kit at the end of June and on 6 July we started digging the first section. We now have 60% of the slurry wall scope completed in the area provided. The most sensitive sections in close proximity to the existing underground entrance have yet to be completed,” reports Łukasz Pluta, Works Manager responsible for the execution of the diaphragm wall scope.
When will work start on segment 6?
In order for geotechnicians to be able to start work on this section, the existing infrastructure must first be demolished and any collisions with the old underground crossing or technological and sanitary connections must be eliminated. Demolition of platforms 1 and 2 began on 29 July. SKM and WKD train traffic has been redirected to other stations. Unless there are any unforeseen circumstances, the planned start of geotechnical work on segment 6 will be in autumn this year (approximately end of September 2023). With the proviso that segment 7 will already be constructed in terms of diaphragm walls. This will greatly speed up the execution of work on the entire facility. Once the main production on segment 6 has been completed and the slab floor, including the platforms, has been reconstructed, rail traffic will be restored and the earthworks and reinforced concrete works will be carried out using the top and down method, which will not affect the flow of rail traffic.
|
|||||
correct_foundationPlace_00077
|
FactBench
|
2
| 37
|
https://www.prnewswire.com/news-releases/nsf-funded-antenna-project-at-gonzaga-university-relies-on-ansys-117142253.html
|
en
|
NSF-funded Antenna Project at Gonzaga University Relies on ANSYS
|
http://photos.prnewswire.com/prnthumb/20110127/MM38081LOGO
|
http://photos.prnewswire.com/prnthumb/20110127/MM38081LOGO
|
[
"https://www.prnewswire.com/content/dam/prnewswire/homepage/prn_cision_logo_desktop.png",
"https://www.prnewswire.com/content/dam/prnewswire/homepage/prn_cision_logo_mobile.png"
] |
[] |
[] |
[
"ANSYS",
"Inc."
] | null |
[] |
2011-03-01T07:25:00-05:00
|
/PRNewswire/ -- Engineering simulation software from ANSYS (Nasdaq: ANSS) is playing an invaluable role in a National Science Foundation (NSF)-funded project...
|
en
|
/content/dam/prnewswire/icons/2019-Q4-PRN-Icon-32-32.png
|
https://www.prnewswire.com/news-releases/nsf-funded-antenna-project-at-gonzaga-university-relies-on-ansys-117142253.html
|
PITTSBURGH, March 1, 2011 /PRNewswire/ -- Engineering simulation software from ANSYS (Nasdaq: ANSS) is playing an invaluable role in a National Science Foundation (NSF)-funded project to develop innovative "smart" antenna systems. Gonzaga University in Spokane, Wash., received a nearly $1.2 million award to develop a Smart Antenna and Radio Laboratory in part to investigate more reliable high-bandwidth wireless communications via Wi-Fi. The use of ANSYS® technology will enable the university to test antenna design performance virtually, reducing time and costs associated with expensive prototype build-and-test methods.
(Logo: http://photos.prnewswire.com/prnh/20110127/MM38081LOGO )
One of the Gonzaga research projects is aimed at overcoming the growing problem of wireless signal interference, as many users try to communicate simultaneously over the 2.4GHz band used for Wi-Fi. The smart technologies developed by the team -- headed by Steven D. Schennum, an electrical engineering professor -- will enable antennas to focus on one user signal at a time. For example, for a Wi-Fi user working on a laptop with a weak or cross-polarized signal, a smart antenna system would utilize algorithms to optimize the signal to that individual laptop.
The NSF grant provides Gonzaga with funding for dedicated computers running ANSYS software that simulates smart antenna circuits and electromagnetic fields in three-dimensional structures. Using engineering simulation, Schennum and his team will develop new multi-antenna techniques that improve both the efficiency and bandwidth of wireless communications.
The use of ANSYS software is critical in bringing these intelligent technologies to market both quickly and cost-effectively.
"We're creating a state-of-the art anechoic chamber for testing our physical antenna prototypes, but even the best antenna test chambers are limited in their size and shape, the performance of their absorptive materials, and the range of frequencies they can accommodate," Schennum said. "By simulating electromagnetic fields and currents in a virtual environment using ANSYS software, we can test the performance of our antenna designs for any location, plane or geometry -- and over a limitless range of frequencies -- before moving to the prototype stage."
Engineering simulation also supports a higher level of innovation and greater flexibility during the design process, enabling researchers to run countless what-if scenarios. HFSS™ and DesignerRF™ from ANSYS provide results at a system level -- including fabricated metal parts, cables and other components -- to capture the effect of individual changes on how the antenna system performs as a whole.
"The antenna design laboratory has the potential to impact millions of wireless communications users around the world -- starting with Gonzaga's students learning about the benefits of engineering simulation," said Markus Kopp, product manager for electronics at ANSYS. "The radio spectrum is a highly valuable resource. In the past, researchers have used advanced engineering principles to identify ways we can use that spectrum much more efficiently. Smart antenna technology is the next step in that continuum, and Gonzaga University sees the value in using ANSYS technology to help accomplish that."
About Gonzaga University
Founded in 1887, Gonzaga University is a private, four-year institution of higher education located in Spokane, Washington. It is dedicated to the Jesuit, Catholic, humanistic ideals of educating the mind, body and spirit. Gonzaga University inspires and transforms people to shape a better world through education, character, service and faith. Enrollment for the 2009-2010 academic year was 7,837 students. Learn more at www.gonzaga.edu.
About ANSYS, Inc.
ANSYS, Inc., founded in 1970, develops and globally markets engineering simulation software and technologies widely used by engineers, designers, researchers and students across a broad spectrum of industries and academia. The Company focuses on the development of open and flexible solutions that enable users to analyze designs directly on the desktop, providing a common platform for fast, efficient and cost-conscious product development, from design concept to final-stage testing and validation. The Company and its global network of channel partners provide sales, support and training for customers. Headquartered in Canonsburg, Pennsylvania, U.S.A., with more than 60 strategic sales locations throughout the world, ANSYS, Inc. and its subsidiaries employ over 1,600 people and distribute ANSYS products through a network of channel partners in over 40 countries. Visit www.ansys.com for more information.
ANSYS, ANSYS Workbench, Ansoft, AUTODYN, CFX, FLUENT, and any and all ANSYS, Inc. brand, product, service and feature names, logos and slogans are registered trademarks or trademarks of ANSYS, Inc. or its subsidiaries in the United States or other countries. All other brand, product, service and feature names or trademarks are the property of their respective owners.
Customer: ANSS-C
SOURCE ANSYS, Inc.
|
|||
correct_foundationPlace_00077
|
FactBench
|
1
| 74
|
https://www.slideshare.net/slideshow/ansys-mechanical-apdl-introductory-tutorials-pdf/270065163
|
en
|
ANSYS Mechanical APDL Introductory Tutorials.pdf
|
[
"https://public.slidesharecdn.com/images/next/logo-slideshare-scribd-company.svg?w=128&q=75 1x, https://public.slidesharecdn.com/images/next/logo-slideshare-scribd-company.svg?w=256&q=75 2x",
"https://cdn.slidesharecdn.com/profile-photo-tigersk-48x48.jpg?cb=1720624480",
"https://image.slidesharecdn.com/ansysmechanicalapdlintroductorytutorials-240704152541-5079067f/85/ANSYS-Mechanical-APDL-Introductory-Tutorials-pdf-1-320.jpg 320w, https://image.slidesharecdn.com/ansysmechanicalapdlintroductorytutorials-240704152541-5079067f/85/ANSYS-Mechanical-APDL-Introductory-Tutorials-pdf-1-638.jpg 638w, https://image.slidesharecdn.com/ansysmechanicalapdlintroductorytutorials-240704152541-5079067f/75/ANSYS-Mechanical-APDL-Introductory-Tutorials-pdf-1-2048.jpg 2048w"
] |
[] |
[] |
[
""
] | null |
[] |
2024-07-04T15:25:41+00:00
|
ANSYS Mechanical APDL Introductory Tutorials.pdf - Download as a PDF or view online for free
|
en
|
https://public.slidesharecdn.com/_next/static/media/favicon.7bc3d920.ico
|
SlideShare
|
https://www.slideshare.net/slideshow/ansys-mechanical-apdl-introductory-tutorials-pdf/270065163
|
1. ANSYSMechanicalAPDLIntroductoryTutorials Release 15.0 ANSYS,Inc. November 2013 Southpointe 275 Technology Drive Canonsburg,PA 15317 ANSYS,Inc.is certified to ISO 9001:2008. ansysinfo@ansys.com http://www.ansys.com (T) 724-746-3304 (F) 724-514-9494
2. Copyright and Trademark Information © 2013 SAS IP, Inc. All rights reserved. Unauthorized use, distribution or duplication is prohibited. ANSYS, ANSYS Workbench, Ansoft, AUTODYN, EKM, Engineering Knowledge Manager, CFX, FLUENT, HFSS and any and all ANSYS, Inc. brand, product, service and feature names, logos and slogans are registered trademarks or trademarks of ANSYS, Inc. or its subsidiaries in the United States or other countries. ICEM CFD is a trademark used by ANSYS, Inc. under license. CFX is a trademark of Sony Corporation in Japan. All other brand, product, service and feature names or trademarks are the property of their respective owners. Disclaimer Notice THIS ANSYS SOFTWARE PRODUCT AND PROGRAM DOCUMENTATION INCLUDE TRADE SECRETS AND ARE CONFID- ENTIAL AND PROPRIETARY PRODUCTS OF ANSYS, INC., ITS SUBSIDIARIES, OR LICENSORS. The software products and documentation are furnished by ANSYS, Inc., its subsidiaries, or affiliates under a software license agreement that contains provisions concerning non-disclosure, copying, length and nature of use, compliance with exporting laws, warranties, disclaimers, limitations of liability, and remedies, and other provisions. The software products and documentation may be used, disclosed, transferred, or copied only in accordance with the terms and conditions of that software license agreement. ANSYS, Inc. is certified to ISO 9001:2008. U.S. Government Rights For U.S. Government users, except as specifically granted by the ANSYS, Inc. software license agreement, the use, duplication, or disclosure by the United States Government is subject to restrictions stated in the ANSYS, Inc. software license agreement and FAR 12.212 (for non-DOD licenses). Third-Party Software See the legal information in the product help files for the complete Legal Notice for ANSYS proprietary software and third-party software. If you are unable to access the Legal Notice, please contact ANSYS, Inc. Published in the U.S.A.
3. Table of Contents Welcome to the Mechanical APDL Introductory Tutorials .............................................................................. ix 1. Start Here ................................................................................................................................................ 1 1.1. About These Tutorials ....................................................................................................................... 1 1.1.1. Preparing Your Screen .............................................................................................................. 1 1.1.2. Formats and Conventions Used ................................................................................................ 2 1.1.2.1. Task Steps ....................................................................................................................... 2 1.1.2.2. Action Substeps .............................................................................................................. 3 1.1.2.3.Picking Graphics .............................................................................................................. 3 1.1.2.4.Interim Result Graphics .................................................................................................... 4 1.1.3. Jobnames and Preferences ....................................................................................................... 4 1.1.4. Choosing a Tutorial .................................................................................................................. 4 1.2. Glossary ........................................................................................................................................... 5 2. Structural Tutorial ................................................................................................................................. 11 2.1. Static Analysis of a Corner Bracket ................................................................................................... 11 2.1.1. Problem Specification ............................................................................................................ 11 2.1.2. Problem Description .............................................................................................................. 12 2.1.2.1. Given ............................................................................................................................ 12 2.1.2.2. Approach and Assumptions ........................................................................................... 12 2.1.2.3. Summary of Steps ......................................................................................................... 12 2.1.3. Build Geometry ...................................................................................................................... 14 2.1.3.1.Step 1: Define rectangles. ............................................................................................... 14 2.1.3.2. Step 2: Change plot controls and replot. ......................................................................... 15 2.1.3.3.Step 3: Change working plane to polar and create first circle. .......................................... 15 2.1.3.4.Step 4: Move working plane and create second circle. ..................................................... 18 2.1.3.5. Step 5: Add areas. .......................................................................................................... 19 2.1.3.6.Step 6: Create line fillet. .................................................................................................. 19 2.1.3.7.Step 7: Create fillet area. ................................................................................................. 20 2.1.3.8. Step 8: Add areas together. ............................................................................................ 21 2.1.3.9.Step 9: Create first pin hole. ............................................................................................ 21 2.1.3.10.Step 10:Move working plane and create second pin hole. ............................................. 21 2.1.3.11.Step 11:Subtract pin holes from bracket. ...................................................................... 22 2.1.3.12.Step 12:Save the database as model.db. ....................................................................... 23 2.1.4. Define Materials ..................................................................................................................... 23 2.1.4.1. Step 13: Set preferences. ................................................................................................ 23 2.1.4.2.Step 14:Define material properties. ................................................................................ 23 2.1.4.3.Step 15: Define element types and options. .................................................................... 24 2.1.4.4.Step 16:Define real constants. ........................................................................................ 24 2.1.5.Generate Mesh ....................................................................................................................... 25 2.1.5.1. Step 17: Mesh the area. .................................................................................................. 25 2.1.5.2. Step 18: Save the database as mesh.db. .......................................................................... 26 2.1.6. Apply Loads ........................................................................................................................... 26 2.1.6.1.Step 19:Apply displacement constraints. ........................................................................ 26 2.1.6.2. Step 20: Apply pressure load. ......................................................................................... 27 2.1.7.Obtain Solution ...................................................................................................................... 28 2.1.7.1. Step 21: Solve. ............................................................................................................... 28 2.1.8. Review Results ....................................................................................................................... 29 2.1.8.1. Step 22: Enter the general postprocessor and read in the results. .................................... 29 2.1.8.2. Step 23: Plot the deformed shape. .................................................................................. 29 2.1.8.3.Step 24:Plot the von Mises equivalent stress. .................................................................. 30 2.1.8.4.Step 25: List reaction solution. ........................................................................................ 30 iii Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates.
4. 2.1.8.5. Step 26: Exit the ANSYS program. ................................................................................... 31 3.Thermal Tutorial .................................................................................................................................... 33 3.1. Solidification of a Casting ................................................................................................................ 33 3.1.1. Problem Specification ............................................................................................................ 33 3.1.2. Problem Description .............................................................................................................. 34 3.1.2.1. Given ............................................................................................................................ 34 3.1.2.2. Approach and Assumptions ........................................................................................... 34 3.1.2.3. Summary of Steps ......................................................................................................... 35 3.1.3. Prepare for a Thermal Analysis ................................................................................................ 36 3.1.3.1. Step 1: Set preferences. .................................................................................................. 36 3.1.4. Input Geometry ..................................................................................................................... 36 3.1.4.1. Step 2: Read in the geometry of the casting. ................................................................... 36 3.1.5. Define Materials ..................................................................................................................... 37 3.1.5.1. Step 3: Define material properties. ................................................................................. 37 3.1.5.2. Step 4: Plot material properties vs. temperature. ............................................................. 38 3.1.5.3. Step 5: Define element type. .......................................................................................... 39 3.1.6.Generate Mesh ....................................................................................................................... 39 3.1.6.1.Step 6: Mesh the model. ................................................................................................. 39 3.1.7. Apply Loads ........................................................................................................................... 41 3.1.7.1.Step 7: Apply convection loads on the exposed boundary lines. ...................................... 41 3.1.8.Obtain Solution ...................................................................................................................... 42 3.1.8.1. Step 8: Define analysis type. ........................................................................................... 42 3.1.8.2.Step 9:Examine solution control. .................................................................................... 42 3.1.8.3. Step 10: Specify initial conditions for the transient. ......................................................... 43 3.1.8.4. Step 11: Set time, time step size, and related parameters. ................................................ 44 3.1.8.5. Step 12: Set output controls. .......................................................................................... 45 3.1.8.6. Step 13: Solve. ............................................................................................................... 45 3.1.9. Review Results ....................................................................................................................... 45 3.1.9.1. Step 14: Enter the time-history postprocessor and define variables. ................................ 45 3.1.9.2.Step 15:Plot temperature vs.time. .................................................................................. 46 3.1.9.3. Step 16: Set up to animate the results. ............................................................................ 47 3.1.9.4. Step 17: Animate the results. .......................................................................................... 47 3.1.9.5. Step 18: Exit the ANSYS program. ................................................................................... 48 4. Electromagnetics Tutorial ..................................................................................................................... 51 4.1. Magnetic Analysis of a Solenoid Actuator ........................................................................................ 51 4.1.1. Problem Specification ............................................................................................................ 51 4.1.2. Problem Description .............................................................................................................. 51 4.1.2.1. Given ............................................................................................................................ 52 4.1.2.2. Approach and Assumptions ........................................................................................... 52 4.1.2.3. Summary of Steps ......................................................................................................... 52 4.1.3. Input Geometry ..................................................................................................................... 53 4.1.3.1. Step 1: Read in geometry input file. ................................................................................ 53 4.1.4. Define Materials ..................................................................................................................... 54 4.1.4.1. Step 2: Set preferences. .................................................................................................. 54 4.1.4.2.Step 3:Specify material properties. ................................................................................. 54 4.1.5.Generate Mesh ....................................................................................................................... 55 4.1.5.1.Step 4: Define element types and options. ...................................................................... 55 4.1.5.2.Step 5:Assign material properties. .................................................................................. 56 4.1.5.3. Step 6: Specify meshing-size controls on air gap. ............................................................ 57 4.1.5.4. Step 7: Mesh the model using the MeshTool. .................................................................. 57 4.1.5.5. Step 8: Scale model to meters for solution. ..................................................................... 58 4.1.6. Apply Loads ........................................................................................................................... 58 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. iv Introductory Tutorials
5. 4.1.6.1.Step 9:Define the armature as a component. .................................................................. 58 4.1.6.2.Step 10:Apply force boundary conditions to armature. ................................................... 59 4.1.6.3. Step 11: Apply the current density. ................................................................................. 59 4.1.6.4. Step 12: Obtain a flux parallel field solution. ................................................................... 60 4.1.7.Obtain Solution ...................................................................................................................... 60 4.1.7.1. Step 13: Solve. ............................................................................................................... 60 4.1.8. Review Results ....................................................................................................................... 60 4.1.8.1. Step 14: Plot the flux lines in the model. ......................................................................... 60 4.1.8.2. Step 15: Summarize magnetic forces. ............................................................................. 61 4.1.8.3. Step 16: Plot the flux density as vectors. ......................................................................... 61 4.1.8.4. Step 17: Plot the magnitude of the flux density. .............................................................. 61 4.1.8.5. Step 18: Exit the ANSYS program. ................................................................................... 62 5. Micro-Electromechanical System (MEMS) Tutorial ............................................................................... 63 5.1. Multiphysics Analysis of a Thermal Actuator .................................................................................... 63 5.1.1. Problem Specification ............................................................................................................ 63 5.1.2. Problem Description .............................................................................................................. 64 5.1.2.1. Given ............................................................................................................................ 64 5.1.2.2. Approach and Assumptions ........................................................................................... 65 5.1.2.3. Summary of Steps ......................................................................................................... 65 5.1.3. Import Geometry ................................................................................................................... 66 5.1.3.1. Step 1: Import IGES file. .................................................................................................. 66 5.1.4. Define Materials ..................................................................................................................... 67 5.1.4.1. Step 2: Define element type. .......................................................................................... 67 5.1.4.2. Step 3: Define material properties. ................................................................................. 67 5.1.5.Generate Mesh ....................................................................................................................... 68 5.1.5.1.Step 4: Mesh the model. ................................................................................................. 68 5.1.6. Apply Loads ........................................................................................................................... 68 5.1.6.1.Step 5: Plot areas. ........................................................................................................... 68 5.1.6.2.Step 6:Apply boundary conditions to electrical connection pad 1. .................................. 69 5.1.6.3.Step 7:Apply boundary conditions to electrical connection pad 2. .................................. 70 5.1.7.Obtain Solution ...................................................................................................................... 72 5.1.7.1. Step 8: Solve. ................................................................................................................. 72 5.1.8. Review Results ....................................................................................................................... 73 5.1.8.1.Step 9: Plot temperature results. ..................................................................................... 73 5.1.8.2.Step 10:Plot voltage results. ........................................................................................... 73 5.1.8.3. Step 11: Plot displacement results and animate. ............................................................. 74 5.1.8.4. Step 12: List total heat flow and current. ......................................................................... 74 5.1.8.5. Step 13: Exit the ANSYS program. ................................................................................... 75 6.Explicit Dynamics Tutorial ..................................................................................................................... 77 6.1. Drop Test of a Container (Explicit Dynamics) .................................................................................... 77 6.1.1. Problem Specification ............................................................................................................ 77 6.1.2. Problem Description .............................................................................................................. 78 6.1.2.1. Given ............................................................................................................................ 78 6.1.2.2. Approach and Assumptions ........................................................................................... 78 6.1.2.3. Summary of Steps ......................................................................................................... 78 6.1.3.Define Analysis Type ............................................................................................................... 79 6.1.3.1. Step 1: Set Preferences. .................................................................................................. 79 6.1.4. Input Geometry ..................................................................................................................... 80 6.1.4.1.Step 2:Read in geometry of the container. ...................................................................... 80 6.1.5. Define Element Type, Real Constants, Material Model Properties .............................................. 80 6.1.5.1. Step 3: Define element type. .......................................................................................... 80 6.1.5.2. Step 4: Define real constants. ......................................................................................... 81 v Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Introductory Tutorials
6. 6.1.5.3. Step 5: Specify material models. ..................................................................................... 81 6.1.6.Generate Mesh ....................................................................................................................... 82 6.1.6.1. Step 6: Mesh the container. ............................................................................................ 82 6.1.6.2. Step 7: Generate table top elements. .............................................................................. 83 6.1.6.3.Step 8:Create container component. .............................................................................. 84 6.1.6.4. Step 9: Create table top component. .............................................................................. 85 6.1.6.5. Step 10: Specify contact parameters. .............................................................................. 85 6.1.7. Apply Loads ........................................................................................................................... 86 6.1.7.1.Step 11: Apply initial velocity to the container. ................................................................ 86 6.1.7.2. Step 12: Apply acceleration to the container. .................................................................. 87 6.1.8.Obtain Solution ...................................................................................................................... 87 6.1.8.1. Step 13: Specify output controls. .................................................................................... 87 6.1.8.2. Step 14: Solve. ............................................................................................................... 88 6.1.9. Review Results ....................................................................................................................... 88 6.1.9.1. Step 15: Animate stress contours. ................................................................................... 88 6.1.9.2. Step 16: Animate deformed shape. ................................................................................. 89 6.1.9.3. Step 17: Exit the ANSYS program. ................................................................................... 89 7. Contact Tutorial ..................................................................................................................................... 91 7.1.Interference Fit and Pin Pull-Out Contact Analysis ............................................................................ 91 7.1.1. Problem Specification ............................................................................................................ 91 7.1.2. Problem Description .............................................................................................................. 92 7.1.2.1. Given ............................................................................................................................ 92 7.1.2.2. Approach and Assumptions ........................................................................................... 92 7.1.2.3. Summary of Steps ......................................................................................................... 92 7.1.3. Input Geometry ..................................................................................................................... 94 7.1.3.1. Step 1: Read in the model of the pin and block. .............................................................. 94 7.1.4. Define Material Property and Element Type ............................................................................ 94 7.1.4.1. Step 2: Define material. .................................................................................................. 94 7.1.4.2. Step 3: Define element types. ......................................................................................... 94 7.1.5.Generate Mesh ....................................................................................................................... 95 7.1.5.1. Step 4: Mesh solid volume. ............................................................................................. 95 7.1.5.2.Step 5:Smooth element edges for graphics display. ........................................................ 96 7.1.5.3. Step 6: Create contact pair using Contact Wizard. ........................................................... 96 7.1.6. Specify Solution Criteria ......................................................................................................... 98 7.1.6.1.Step 7:Apply symmetry constraints on (quartered) volume. ............................................ 98 7.1.6.2. Step 8: Define boundary constraints on block. ................................................................ 98 7.1.6.3. Step 9: Specify a large displacement static analysis. ........................................................ 98 7.1.7. Load Step 1 ............................................................................................................................ 99 7.1.7.1. Step 10: Define interference fit analysis options. ............................................................. 99 7.1.7.2. Step 11: Solve load step 1. .............................................................................................. 99 7.1.8. Load Step 2 .......................................................................................................................... 100 7.1.8.1. Step 12: Set DOF displacement for pin. ......................................................................... 100 7.1.8.2.Step 13:Define pull-out analysis options. ...................................................................... 100 7.1.8.3.Step 14:Write results to file. .......................................................................................... 100 7.1.8.4. Step 15: Solve load step 2. ............................................................................................ 101 7.1.9. Postprocessing ..................................................................................................................... 101 7.1.9.1. Step 16: Expand model from quarter symmetry to full volume. ..................................... 101 7.1.9.2. Step 17: Observe interference fit stress state. ................................................................ 102 7.1.9.3.Step 18: Observe intermediate contact pressure on pin. ................................................ 102 7.1.9.4.Step 19:Observe pulled-out stress state. ....................................................................... 103 7.1.9.5. Step 20: Animate pin pull-out. ...................................................................................... 103 7.1.9.6.Step 21:Plot reaction forces for pin pull-out. ................................................................. 104 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. vi Introductory Tutorials
7. 7.1.9.7. Step 22: Exit the ANSYS program. ................................................................................. 105 8. Modal Tutorial ..................................................................................................................................... 107 8.1. Modal Analysis of a Model Airplane Wing ...................................................................................... 107 8.1.1.Problem Specification ........................................................................................................... 107 8.1.2.Problem Description ............................................................................................................. 107 8.1.2.1. Given .......................................................................................................................... 108 8.1.2.2. Approach and Assumptions ......................................................................................... 108 8.1.2.3.Summary of Steps ........................................................................................................ 108 8.1.3. Input Geometry ................................................................................................................... 109 8.1.3.1. Step 1: Read in geometry input file. .............................................................................. 109 8.1.4. Define Materials ................................................................................................................... 109 8.1.4.1. Step 2: Set preferences. ................................................................................................ 109 8.1.4.2. Step 3: Define constant material properties. ................................................................. 110 8.1.5. Generate Mesh ..................................................................................................................... 110 8.1.5.1. Step 4: Define element types. ....................................................................................... 110 8.1.5.2. Step 5: Mesh the area. .................................................................................................. 111 8.1.5.3.Step 6: Extrude the meshed area into a meshed volume. ............................................... 111 8.1.6. Apply Loads ......................................................................................................................... 112 8.1.6.1. Step 7: Unselect 2-D elements. ..................................................................................... 112 8.1.6.2.Step 8:Apply constraints to the model. ......................................................................... 112 8.1.7. Obtain Solution .................................................................................................................... 113 8.1.7.1. Step 9: Specify analysis type and options. ..................................................................... 113 8.1.7.2.Step 10:Solve. .............................................................................................................. 113 8.1.8. Review Results ..................................................................................................................... 114 8.1.8.1. Step 11: List the natural frequencies. ............................................................................ 114 8.1.8.2.Step 12:Animate the five mode shapes. ........................................................................ 114 8.1.8.3. Step 13: Exit the ANSYS program. ................................................................................. 115 9.Probabilistic Design System (PDS) Tutorial ......................................................................................... 117 9.1. Probabilistic Design of a Simple Plate with a Single Force Load ...................................................... 117 9.1.1.Problem Specification ........................................................................................................... 117 9.1.2.Problem Description ............................................................................................................. 117 9.1.2.1. Given .......................................................................................................................... 118 9.1.2.2. Approach and Assumptions ......................................................................................... 119 9.1.2.3.Summary of Steps ........................................................................................................ 119 9.1.3.Specify Analysis File .............................................................................................................. 120 9.1.3.1. Step 1: Enter PDS and specify analysis file. .................................................................... 120 9.1.4. Define Input and Output ...................................................................................................... 120 9.1.4.1. Step 2: Define input variables. ...................................................................................... 120 9.1.4.2. Step 3: Define output parameters. ................................................................................ 122 9.1.5. Obtain Solution .................................................................................................................... 122 9.1.5.1.Step 4: Execute Monte Carlo simulations. ...................................................................... 122 9.1.6.Perform Postprocessing ........................................................................................................ 123 9.1.6.1. Step 5: Perform statistical postprocessing. .................................................................... 123 9.1.6.2. Step 6: Perform trend postprocessing. .......................................................................... 126 9.1.7.Generate Report ................................................................................................................... 128 9.1.7.1. Step 7: Generate HTML report and exit. ........................................................................ 128 10. ANIMATE Program ............................................................................................................................. 129 vii Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Introductory Tutorials
8. Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. viii
9. WelcometotheMechanicalAPDLIntroductory Tutorials The Mechanical APDL Introductory Tutorials provide an introduction to the extensive capabilities of the Mechanical APDL family of products. Each tutorial is a complete step-by-step analysis procedure. You can choose from several analysis disciplines. The tutorials are designed to be run interactively, on the same screen as the program. Included are full color graphics and animations that are exact replicas of what appear at several points within the steps of the tutorials. A glossary of terms is also included that you can view as a stand-alone document with an alphabetical listing of the terms, or you can view the definition of terms on demand by simply clicking on linked terms within the context of the tutorials. Before you begin a tutorial, read the Start Here section for recommendations on preparing your screen for displaying the tutorial window on the same screen as the program, as well as descriptions of the formats and conventions used in the tutorials. ix Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates.
10. Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. x
11. Chapter 1: Start Here • About These Tutorials • Preparing Your Screen • Formats and Conventions Used • Jobnames and Preferences • Choosing a Tutorial 1.1.About These Tutorials The purpose of these tutorials is to introduce you to the extensive capabilities of the ANSYS family of products -- recognized worldwide as the most powerful engineering design and analysis software. This introduction is done through tutorials that are designed to be run interactively, online at your computer terminal. 1.1.1.Preparing Your Screen Running the tutorials online while running ANSYS requires that you make the best use of your screen's real estate. By making minor adjustments to the dimensions of the browser and the ANSYS GUI, you will be able to read a tutorial's instructions on one side of your screen, and perform the instructions in ANSYS on the other side. Presented below is a sample screen layout captured on a 21 inch monitor. It is a typical representation of how a screen looks while running a tutorial using the PC version of ANSYS. 1 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates.
12. For this layout, the tutorial window containing the tabs was removed by clicking the Undock button (large button located furthest to the right), then minimizing the tabbed window. The tutorial window was then moved to the right side of the screen and the ANSYS window was reduced horizontally to accommodate the tutorial window. You should use this layout as a model to adjust your screen accord- ingly, based on the size of your monitor. It is assumed that you are proficient in moving ANSYS dialog boxes because there are times when they "pop up" on top of either the tutorial or the ANSYS window. If this occurs, you can simply move them anywhere on the screen by dragging the window header. 1.1.2.Formats and Conventions Used Each tutorial begins with a problem description that includes approaches and assumptions. A summary of steps in the form of tasks is then presented with each step being a hyperlink to a detailed series of procedural action substeps for each major task step. The analysis action substeps are shown explicitly in terms of menu choices, graphical picks, and text input. 1.1.2.1.Task Steps Task steps are numbered sequentially and contain a series of related menu paths and action substeps. Step titles are formatted according to the task you will be performing in the step. Example step titles are "Add areas," "Define material properties," "Mesh the area," and "Plot the deformed shape." There are approximately 20 steps in a tutorial with the number varying depending on the complexity of the tutorial. Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 2 Start Here
13. 1.1.2.2.Action Substeps For each overall task step, there are any number of substeps that guide you through the actions that you need to perform in order to accomplish the task step. A menu path is typically one of the first substeps within a task step. An example of a menu path substep is: 1. Main Menu> Preprocessor> Modeling> Operate> Booleans> Add> Areas A menu path represents the complete location of a particular function in the Graphical User Interface (GUI) . The first part of the path (Main Menu) determines where the function is found. It is usually either the Main Menu or the Utility Menu. Go to that region to perform the function. The remaining part of the path lists the menu topics that you click with the left mouse button. The action substeps that are presented after a menu path either guide you through completing a dialog box, or instruct you graphically on picking locations. The graphical picking convention is described in the next section. For completing a dialog box, the substeps are either spelled out in detail or use a condensed procedure format. Detailed substeps are followed by a red arrow ( ) indicating that a small picture of the dialog box is available if you scroll to the right. The picture includes large red numbers that cross-reference the numbers of the action. The numbers are positioned in the dialog box at the locations where you are to perform the actions (button, box, drop-down list, etc.). Substeps in several of the tutorials use a condensed procedure format that uses the following conventions: • Items that you need to fill in reproduce the wording in the dialog boxes and are in quotes, followed by an equal sign, then the value you should enter. Example: 3.“Load VOLT Value” = 5 • Button labels are in brackets. Example: 4. [Pick All] • Actions, locations, or any other items that may not be obvious are enclosed in parentheses before or after GUI wording in quotes. Examples: – 2. (double-click) “Structural” – 5. (drop down) “Action” – 7.“Scaler Tet 98” (right column) 1.1.2.3.Picking Graphics Some substeps instruct you to pick specific entities on a graphic. An example of the convention is shown below: 6. Pick lines 17 and 8 3 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. About These Tutorials
14. Here, red numbers are displayed on the picture at the locations where you are to pick. The red number is a cross reference to the procedural substep. 1.1.2.4.Interim Result Graphics Following the substeps, a task step typically concludes with a small interim result graphic that shows how the ANSYS graphic should appear in the Graphics window at a particular point in a tutorial. An example is shown below: 1.1.3.Jobnames and Preferences Though not required, it is good practice for you to specify a particular jobname for each tutorial analysis. This will help you identify files generated by ANSYS that are related to a particular analysis. When starting ANSYS, you can specify the jobname in the launcher. While in ANSYS, you can change the jobname by choosing: Utility Menu > File > Change Jobname then typing the jobname, and choosing OK. It is also good practice to specify preferences for each tutorial analysis. When you specify a preference for a particular engineering discipline, ANSYS filters menu choices such that the only choices that appear apply to the discipline you specified. If you do not specify preferences, menu choices for all disciplines are shown, but non-applicable choices are dimmed based on the set of element types in the model. It is a good idea to specify preferences at or near the beginning of an analysis. Most of the tutorials have this step built in before the model is meshed. You can specify a preference by choosing: Main Menu > Preferences then checking the box associated with the particular discipline, and choosing OK. 1.1.4.Choosing a Tutorial We recommend that you run Structural Tutorial (p. 11) first, even if you typically run analyses in other engineering disciplines. The Structural tutorial is documented extensively, includes graphics of all dialog boxes used, and introduces you to ANSYS terms that you'll see in other tutorials. Once you have suc- cessfully performed this tutorial, you can run any of the others in any order. You may want to choose a problem that demonstrates the ANSYS features in your discipline. However, all of the tutorials in some way demonstrate ANSYS techniques that are universal for ANSYS users. You can learn something from every problem, even if it is not in your particular field of interest or experience! You can access a tutorial through the main Table Of Contents or by clicking on the name of the tutorial in the following list: • Structural Tutorial (p. 11) • Thermal Tutorial (p. 33) • Electromagnetics Tutorial (p. 51) Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 4 Start Here
15. • Micro-Electromechanical System (MEMS) Tutorial (p. 63) • Explicit Dynamics Tutorial (p. 77) • Contact Tutorial (p. 91) • Modal Tutorial (p. 107) • Probabilistic Design System (PDS) Tutorial (p. 117) • ANIMATE Program (p. 129) 1.2.Glossary ANSYS Features Demon- strated Lists the noteworthy features demonstrated in the problem. Analysis Options Typical analysis options are the method of solution, stress stiffening on or off, and Newton-Raphson options for nonlinearities. Analysis Type Any of seven analysis types offered in ANSYS: static, modal, harmonic, transient, spectrum, eigenvalue buckling, and substructuring. Whether the problem is linear or nonlinear will be identified here. Applicable ANSYS Products Indicates which ANSYS programs can be used to run the example prob- lem. Applicable products are determined by the discipline and complexity of the problem. Possibilities include: ANSYS Multiphysics, ANSYS Mechan- ical, ANSYS Professional, ANSYS Structural, ANSYS LS-DYNA, ANSYS Emag, ANSYS PrepPost. Applicable Help Available Information in the ANSYS help system that is relevant to the overall topics covered in a particular tutorial. Boolean Operations Boolean Operations (based on Boolean algebra) provide a means of combining sets of data using such logical operators as add, subtract, in- tersect, etc. There are Boolean operations available for volume, area, and line solid model entities. Direct Element Generation Defining an element by defining nodes directly. Discipline Any of five physical (engineering) disciplines may be solved by the ANSYS program: structural, thermal, electric, magnetic, and fluid. Note that you can use the ANSYS Multi-field solver, which considers the effects of the physical phenomena coupled together, such as temperature and displace- ment in a thermal-stress analysis. Element Options Many element types also have additional element options to specify such things as element behavior and assumptions, element results prin- tout options, etc. Element Types Used Indicates the element types used in the problem; over 100 element types are available in ANSYS. You choose an element type which characterizes, among other things, the degree-of-freedom set (displacements and/or rotations, temperatures, etc.) the characteristic shape of the element (line, quadrilateral, brick, etc.), whether the element lies in 2-D space or 3-D 5 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Glossary
16. space, the response of your system, and the accuracy level you're inter- ested in. Gaussian Distribution The Gaussian or normal distribution is a very fundamental and commonly used distribution for statistical matters. It is typically used to describe the scatter of the measurement data of many physical phenomena. Strictly speaking, every random variable follows a normal distribution if it is generated by a linear combination of a very large number of other ran- dom effects, regardless which distribution these random effects originally follow. The Gaussian distribution is also valid if the random variable is a linear combination of two or more other effects if those effects also follow a Gaussian distribution. You provide values for the mean value µ and the standard deviation σ of the random variable x. fX(x) 2 µ x σ Higher-Order Elements Higher-order, or midside-node elements, have a quadratic shape function (instead of linear) to map degree-of-freedom values within the element. Interactive Time Required This is an approximate range, in minutes, for you to complete the inter- active step-by-step solution. Of course the amount of time it takes you to perform the problem depends on the computer system you use, the amount of network "traffic" on it, the working pace that is comfortable for you, and so on. Jobname The file name prefix used for all files generated in an ANSYS analysis. All files are named Jobname.ext, where ext is a unique ANSYS extension that identifies the contents of the file. The jobname specified in the launcher when you start ANSYS is called the initial jobname. You can always change the jobname within an ANSYS session. Latin Hypercube Sampling The Latin Hypercube Sampling (LHS) technique is a Monte Carlo Simula- tion method that is more advanced and efficient than the Direct Monte Carlo Sampling technique. LHS has a sample "memory," meaning it avoids repeating samples that have been evaluated before (it avoids clustering samples). It also forces the tails of a distribution to participate in the sampling process. Level of Difficulty Three levels are offered: easy, moderate, and advanced. Although the "advanced" problems are still easy to follow using the interactive step- by-step solution, they include features that are typically thought of as advanced ANSYS capabilities, such as nonlinearities, macros, or advanced postprocessing. Lognormal Distribution The lognormal distribution is a basic and commonly used distribution. It is typically used to describe the scatter of the measurement data of physical phenomena, where the logarithm of the data would follow a Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 6 Start Here
17. normal distribution. The lognormal distribution is very suitable for phe- nomena that arise from the multiplication of a large number of error ef- fects. It is also correct to use the lognormal distribution for a random variable that is the result of multiplying two or more random effects (if the effects that get multiplied are also lognormally distributed). Material Properties Physical properties of a material such as modulus of elasticity or density that are independent of geometry. Although they are not necessarily tied to the element type, the material properties required to solve the element matrices are listed for each element type for your convenience. Depending on the application, material properties may be linear, nonlin- ear, and/or anisotropic. As with element types and real constants, you may have multiple material property sets (to correspond with multiple materials) within one analysis. Each set is given a reference number. Monte Carlo The Monte Carlo Simulation method is the most common and traditional method for a probabilistic analysis. This method lets you simulate how virtual components behave the way they are built. One simulation loop represents one manufactured component that is subjected to a particular set of loads and boundary conditions. Plane Stress A state of stress in which the normal stress and the shear stresses directed perpendicular to the plane are assumed to be zero. Postprocessing ANSYS analysis phase where you review the results of the analysis through graphics displays and tabular listings. The general postprocessor (POST1) is used to review results at one substep (time step) over the entire model. The time-history postprocessor (POST26) is used to review results at specific points in the model over all time steps. Preferences The "Preferences" dialog box allows you to choose the desired engineering discipline for context filtering of menu choices. By default, menu choices for all disciplines are shown, with non-applicable choices "dimmed" based on a set of element types in your model. If you prefer not to see the dimmed choices at all, you should turn on filtering. For example, turning on structural filtering completely suppresses all thermal, electromagnetic, and fluid menu topics. Preprocessing ANSYS analysis phase where you provide data such as the geometry, materials, and element types to the program. Primitives Simple predefined geometric shapes that ANSYS provides. A rectangle primitive, for example defines the following solid model entities in one step: one area, four lines, and four keypoints. Probabilistic Analysis File A probabilistic analysis file is an ANSYS input file that contains a complete analysis sequence (preprocessing, solution, postprocessing). It must contain a parametrically defined model using parameters to represent all inputs and outputs which will be used as random input variables (RVs) and random output parameters (RPs). From this file, a probabilistic design loop file (Jobname.LOOP) is automatically created and used by the probabilistic design system to perform analysis loops. 7 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Glossary
18. Probabilistic Design Probabilistic Design is a technique you can use to assess the effect of uncertain input parameters and assumptions on your analysis model. Using a probabilistic analysis you can find out how much the results of a finite element analysis are affected by uncertainties in the model. Probabilistic Simulation A simulation is the collection of all samples that are required or that you request for a certain probabilistic analysis. A simulation contains the in- formation used to determine how the component would behave under real-life conditions (with all the existing uncertainties and scatter), and all samples therefore represent the simulation of this behavior. Random Input Variables Random Input Variables (RVs) are quantities that influence the result of an analysis. In probabilistic literature, these random input variables are also called the "drivers" because they drive the result of an analysis. Random Output Parameters Random Output Parameters (RPs) are the results of a finite element analysis. The RPs are typically a function of the random input variables (RVs); that is, changing the values of the random input variables should change the value of the random output parameters. Real Constants Provide additional geometry information for element types whose geo- metry is not fully defined by its node locations. Typical real constants include shell thicknesses for shell elements and cross-sectional properties for beam elements. All properties required as input for a particular ele- ment type are entered as one set of real constants. Solution ANSYS analysis phase where you define analysis type and options, apply loads and load options, and initiate the finite element solution. A new, static analysis is the default. Standard Deviation The standard deviation is a measure of variability (dispersion or spread) about the arithmetic mean value; this is often used to describe the width of the scatter of a random output parameter or of a statistical distribution function. The larger the standard deviation the wider the scatter and the more likely it is that there are data values further apart from the mean value. Uniform Distribution The uniform distribution is a very fundamental distribution for cases where no other information apart from a lower and an upper limit exists. It is very useful to describe geometric tolerances. It can also be used in cases where there is no evidence that any value of the random variable is more likely than any other within a certain interval. You provide the lower and the upper limit xmin and xmax of the ran- dom variable x. fX(x) x xmin xmax Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 8 Start Here
19. Working Plane (WP) An imaginary plane with an origin, a 2-D coordinate system (either Cartesian or Polar), a snap increment, and a display grid. It is used to locate solid model entities. By default, the working plane is a Cartesian plane located at the global origin. 9 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Glossary
20. Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 10
21. Chapter 2: Structural Tutorial Static Analysis of a Corner Bracket • Problem Specification • Problem Description • Build Geometry • Define Materials • Generate Mesh • Apply Loads • Obtain Solution • Review Results 2.1.Static Analysis of a Corner Bracket 2.1.1.Problem Specification ANSYS Multiphysics, ANSYS Mechanical, ANSYS Structural Applicable ANSYS Products: easy Level of Difficulty: 60 to 90 minutes Interactive Time Required: structural Discipline: linear static Analysis Type: PLANE183 Element Types Used: solid modeling including primitives, Boolean operations, and fillets; tapered pressure ANSYS Features Demonstrated: load; deformed shape and stress displays; listing of reaction forces; examination of structural energy error Structural Static Analysis in the Structural Analysis Guide, PLANE183 in the Element Reference. Applicable Help Available: 11 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates.
22. 2.1.2.Problem Description This is a simple, single load step, structural static analysis of the corner angle bracket shown below. The upper left-hand pin hole is constrained (welded) around its entire circumference, and a tapered pressure load is applied to the bottom of the lower right-hand pin hole. The objective of the problem is to demonstrate the typical ANSYS analysis procedure. The US Customary system of units is used. 2.1.2.1.Given The dimensions of the corner bracket are shown in the accompanying figure. The bracket is made of A36 steel with a Young’s modulus of 30E6 psi and Poisson’s ratio of .27. 2.1.2.2.Approach and Assumptions Assume plane stress for this analysis. Since the bracket is thin in the z direction (1/2 inch thickness) compared to its x and y dimensions, and since the pressure load acts only in the x-y plane, this is a valid assumption. Your approach is to use solid modeling to generate the 2-D model and automatically mesh it with nodes and elements. (Another alternative in ANSYS is to create the nodes and elements directly.) 2.1.2.3.Summary of Steps Use the information in the problem description and the steps below as a guideline in solving the problem on your own. Or, use the detailed interactive step-by-step solution by choosing the link for step 1. Note If your system includes a Flash player (from Macromedia, Inc.), you can view demonstration videos of each step by pointing your web browser to the following URL address: ht- tp://www.ansys.com/techmedia/structural_tutorial_videos.html. Build Geometry 1. Define rectangles. 2. Change plot controls and replot. 3. Change working plane to polar and create first circle. 4. Move working plane and create second circle. Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 12 Structural Tutorial
23. 5. Add areas. 6. Create line fillet. 7. Create fillet area. 8. Add areas together. 9. Create first pin hole. 10. Move working plane and create second pin hole. 11. Subtract pin holes from bracket. 12. Save the database as model.db. Define Materials 13. Set Preferences. 14. Define Material Properties. 15. Define element types and options. 16. Define real constants. Generate Mesh 17. Mesh the area. 18. Save the database as mesh.db. Apply Loads 19. Apply displacement constraints. 20. Apply pressure load. Obtain Solution 21. Solve. Review Results 22. Enter the general postprocessor and read in the results. 23. Plot the deformed shape. 24. Plot the von Mises equivalent stress. 25. List the reaction solution. 26. Exit the ANSYS program. 13 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Static Analysis of a Corner Bracket
24. 2.1.3.Build Geometry This is the beginning of Preprocessing. 2.1.3.1.Step 1: Define rectangles. There are several ways to create the model geometry within ANSYS, some more convenient than others. The first step is to recognize that you can construct the bracket easily with combinations of rectangles and circle Primitives. Decide where the origin will be located and then define the rectangle and circle primitives relative to that origin. The location of the origin is arbitrary. Here, use the center of the upper left-hand hole. ANSYS does not need to know where the origin is. Simply begin by defining a rectangle relative to that location. In ANSYS, this origin is called the global origin. 1. Main Menu> Preprocessor> Modeling> Create> Areas> Rectangle> By Dimen- sions 2. Enter the following: X1 = 0 (Note: Press the Tab key between entries) X2 = 6 Y1 = -1 Y2 = 1 3. Apply to create the first rectangle. 4. Enter the following: X1 = 4 X2 = 6 Y1 = -1 Y2 = -3 5. OK to create the second rectangle and close the dialog box. Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 14 Structural Tutorial
25. 2.1.3.2.Step 2: Change plot controls and replot. The area plot shows both rectangles, which are areas, in the same color. To more clearly distinguish between areas, turn on area numbers and colors. The "Plot Numbering Controls" dialog box on the Utility Menu controls how items are displayed in the Graphics Window. By default, a "replot" is automat- ically performed upon execution of the dialog box. The replot operation will repeat the last plotting operation that occurred (in this case, an area plot). 1. Utility Menu> Plot Ctrls> Numbering 2. Turn on area numbers. 3. OK to change controls, close the dialog box, and replot. Before going to the next step, save the work you have done so far. ANSYS stores any input data in memory to the ANSYS database. To save that data- base to a file, use the SAVE operation, available as a tool on the Toolbar. ANSYS names the database file using the format jobname.db. If you started ANSYS using the product launcher, you can specify a job- name at that point (the default jobname is file). You can check the current jobname at any time by choosing Utility Menu> List> Status> Global Status. You can also save the database at specific milestone points in the analysis (such as after the model is complete, or after the model is meshed) by choosing Utility Menu> File> Save As and specifying different jobnames (model.db, or mesh.db, etc.). It is important to do an occasional save so that if you make a mistake, you can restore the model from the last saved state. You restore the model using the RESUME operation, also available on the Toolbar. (You can also find SAVE and RESUME on the Utility Menu, under File.) 4. Toolbar: SAVE_DB. 2.1.3.3.Step 3: Change working plane to polar and create first circle. The next step in the model construction is to create the half circle at each end of the bracket. You will actually create a full circle on each end and then combine the circles and rectangles with a Boolean "add" operation (discussed in step 5.). To create the circles, you will use and display the working plane. You could have shown the working plane as you created the rectangles but it was not necessary. 15 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Static Analysis of a Corner Bracket
26. Before you begin however, first "zoom out" within the Graphics Window so you can see more of the circles as you create them. You do this using the "Pan-Zoom-Rotate" dialog box, a convenient graphics control box you’ll use often in any ANSYS session. 1. Utility Menu> PlotCtrls> Pan, Zoom, Rotate 2. Click on small dot once to zoom out. 3. Close dialog box. 4. Utility Menu> WorkPlane> Display Working Plane (toggle on) Notice the working plane origin is immediately plotted in the Graphics Window. It is indicated by the WX and WY symbols; right now coincid- ent with the global origin X and Y symbols. Next you will change the WP type to polar, change the snap increment, and display the grid. Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 16 Structural Tutorial
27. 5. Utility Menu> WorkPlane> WP Set- tings 6. Click on Polar. 7. Click on Grid and Triad. 8. Enter .1 for snap increment. 9. OK to define settings and close the dia- log box. 10. Main Menu> Preprocessor> Modeling> Create> Areas> Circle> Solid Circle Be sure to read prompt before picking. 11. Pick center point at: WP X = 0 (in Graph- ics Window shown below) WP Y = 0 12. Move mouse to radius of 1 and click left button to create circle. 13. OK to close picking menu. 14. Toolbar: SAVE_DB. Note While you are positioning the cursor for picking, the "dynamic" WP X and Y values are dis- played in the Solid Circular Area dialog box. Also, as an alternative to picking, you can type these values along with the radius into the dialog box. 17 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Static Analysis of a Corner Bracket
28. 2.1.3.4.Step 4: Move working plane and create second circle. To create the circle at the other end of the bracket in the same manner, you need to first move the working plane to the origin of the circle. The simplest way to do this without entering number offsets is to move the WP to an average keypoint location by picking the keypoints at the bottom corners of the lower, right rectangle. 1. Utility Menu> WorkPlane> Offset WP to> Keypoints 2. Pick keypoint at lower left corner of rectangle. 3. Pick keypoint at lower right of rectangle. 4. OK to close picking menu. 5. Main Menu> Preprocessor> Modeling> Create> Areas> Circle> Solid Circle 6. Pick center point at: WP X = 0 WP Y = 0 7. Move mouse to radius of 1 and click left button to create circle. 8. OK to close picking menu. 9. Toolbar: SAVE_DB. Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 18 Structural Tutorial
29. 2.1.3.5.Step 5: Add areas. Now that the appropriate pieces of the model are defined (rectangles and circles), you need to add them together so the model becomes one continuous piece. You do this with the Boolean add operation for areas. 1. Main Menu> Preprocessor> Modeling> Operate> Booleans> Add> Areas 2. Pick All for all areas to be added. 3. Toolbar: SAVE_DB. 2.1.3.6.Step 6: Create line fillet. 1. Utility Menu> PlotCtrls> Numbering 2. Turn on line numbering. 3. OK to change controls, close the dialog box, and automatically replot. 4. Utility Menu> WorkPlane> Display Working Plane (toggle off) 5. Main Menu> Preprocessor> Modeling> Create> Lines> Line Fillet 6. Pick lines 17 and 8. 7. OK to finish picking lines (in picking menu). 19 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Static Analysis of a Corner Bracket
30. 8. Enter .4 as the radius. 9. OK to create line fillet and close the dialog box. 10. Utility Menu> Plot> Lines 2.1.3.7.Step 7: Create fillet area. 1. Utility Menu> PlotCtrls> Pan, Zoom, Rotate 2. Click on Zoom button. 3. Move mouse to fillet region, click left button, move mouse out and click again. 4. Main Menu> Preprocessor> Modeling> Create> Areas> Arbitrary> By Lines 5. Pick lines 4, 5, and 1. 6. OK to create area and close the picking menu. 7. Click on Fit button. 8. Close the Pan, Zoom, Rotate dialog box. 9. Utility Menu> Plot> Areas Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 20 Structural Tutorial
31. 10. Toolbar: SAVE_DB. 2.1.3.8.Step 8: Add areas together. 1. Main Menu> Preprocessor> Modeling> Operate> Booleans> Add> Areas 2. Pick All for all areas to be added. 3. Toolbar: SAVE_DB. 2.1.3.9.Step 9: Create first pin hole. 1. Utility Menu> WorkPlane> Display Working Plane (toggle on) 2. Main Menu> Preprocessor> Modeling> Create> Areas> Circle> Solid Circle 3. Pick center point at: WP X = 0 (in Graphics Window) WP Y = 0 4. Move mouse to radius of .4 (shown in the picking menu) and click left button to create circle. 5. OK to close picking menu. 2.1.3.10.Step 10: Move working plane and create second pin hole. 1. Utility Menu> WorkPlane> Offset WP to> Global Origin 2. Main Menu> Preprocessor> Modeling> Create> Areas> Circle> Solid Circle 3. Pick center point at: 21 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Static Analysis of a Corner Bracket
32. WP X = 0 (in Graphics Window) WP Y = 0 4. Move mouse to radius of .4 (shown in the picking menu) and click left mouse button to create circle. 5. OK to close picking menu. 6. Utility Menu> WorkPlane> Display Working Plane (toggle off) 7. Utility Menu> Plot> Replot From this area plot, it appears that one of the pin hole areas is not there. However, it is there (as indicated by the presence of its lines), you just can't see it in the final display of the screen. That is because the bracket area is drawn on top of it. An easy way to see all areas is to plot the lines instead. 8. Utility Menu> Plot> Lines 9. Toolbar: SAVE_DB. 2.1.3.11.Step 11: Subtract pin holes from bracket. 1. Main Menu> Preprocessor> Modeling> Operate> Booleans> Subtract> Areas 2. Pick bracket as base area from which to subtract. 3. Apply (in picking menu). 4. Pick both pin holes as areas to be subtracted. 5. OK to subtract holes and close picking menu. Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 22 Structural Tutorial
33. 2.1.3.12.Step 12: Save the database as model.db. At this point, you will save the database to a named file -- a name that represents the model before meshing. If you decide to go back and remesh, you'll need to resume this database file. You will save it as model.db. 1. Utility Menu> File> Save As 2. Enter model.db for the database file name. 3. OK to save and close dialog box. 2.1.4.Define Materials 2.1.4.1.Step 13: Set preferences. In preparation for defining materials, you will set preferences so that only materials that pertain to a structural analysis are available for you to choose. To set preferences: 1. Main Menu> Preferences 2. Turn on structural filtering. The options may differ from what is shown here since they depend on the ANSYS product you are using. 3. OK to apply filtering and close the dialog box. 2.1.4.2.Step 14: Define material properties. To define material properties for this analysis, there is only one material for the bracket, A36 Steel, with given values for Young’s modulus of elasticity and Poisson’s ratio. 1. Main Menu> Preprocessor> Material Props> Material Models 2. Double-click on Structural, Linear, Elastic, Isotropic. 3. Enter 30e6 for EX. 4. Enter .27 for PRXY. 5. OK to define material property set and close the dialog box. 23 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Static Analysis of a Corner Bracket
34. 6. Material> Exit 2.1.4.3.Step 15: Define element types and options. In any analysis, you need to select from a library of element types and define the appropriate ones for your analysis. For this analysis, you will use only one element type, PLANE183, which is a 2-D, quadratic, structural, higher-order element. The choice of a higher-order element here allows you to have a coarser mesh than with lower-order elements while still maintaining solution accuracy. Also, ANSYS will generate some triangle shaped elements in the mesh that would otherwise be inaccurate if you used lower-order elements. You will need to specify plane stress with thickness as an option for PLANE183. (You will define the thickness as a real constant in the next step.) 1. Main Menu> Preprocessor> Element Type> Add/Edit/Delete 2. Add an element type. 3. Structural solid family of elements. 4. Choose the 8-node quad (PLANE183). 5. OK to apply the element type and close the dialog box. 6. Options for PLANE183 are to be defined. 7. Choose plane stress with thickness op- tion for element behavior. 8. OK to specify options and close the op- tions dialog box. 9. Close the element type dialog box. 2.1.4.4.Step 16: Define real constants. For this analysis, since the assumption is plane stress with thickness, you will enter the thickness as a real constant for PLANE183. To find out more information about PLANE183, you will use the ANSYS Help System in this step by clicking on a Help button from within a dialog box. Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 24 Structural Tutorial
35. 1. Main Menu> Preprocessor> Real Con- stants> Add/Edit/Delete 2. Add a real constant set. 3. OK for PLANE183. Before clicking on the Help button in the next step, you should be aware that the help information may appear in the same window as this tutorial, replacing the contents of the tutorial. After reading the help information, click on the Back button to return to this tutorial. If the help information appears in a separate window from the tutorial, minimize or close the help window after you read the help information. 4. Help to get help on PLANE183. 5. Hold left mouse button down to scroll through element description. 6. If the help information replaced the tu- torial, click on the Back button to return to the tutorial. 7. Enter .5 for THK. 8. OK to define the real constant and close the dialog box. 9. Close the real constant dialog box. 2.1.5.Generate Mesh 2.1.5.1.Step 17: Mesh the area. One nice feature of the ANSYS program is that you can automatically mesh the model without specifying any mesh size controls. This is using what is called a default mesh. If you’re not sure how to determine the mesh density, let ANSYS try it first! For this model, however, you will specify a global element size to control overall mesh density. 25 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Static Analysis of a Corner Bracket
36. 1. Main Menu> Preprocessor> Meshing> Mesh Tool 2. Set Global Size control. 3. Type in 0.5. 4. OK. 5. Choose Area Meshing. 6. Click on Mesh. 7. Pick All for the area to be meshed (in picking menu). Close any warning mes- sages that appear. 8. Close the Mesh Tool. Note The mesh you see on your screen may vary slightly from the mesh shown here. As a result of this, you may see slightly different results during postprocessing. For a discussion of results accuracy, see Planning Your Approach in the Modeling and Meshing Guide. 2.1.5.2.Step 18: Save the database as mesh.db. Here again, you will save the database to a named file, this time mesh.db. 1. Utility Menu> File> Save as 2. Enter mesh.db for database file name. 3. OK to save file and close dialog box. 2.1.6.Apply Loads The beginning of the solution phase. A new, static analysis is the default, so you will not need to specify analysis type for this problem. Also, there are no analysis options for this problem. 2.1.6.1.Step 19: Apply displacement constraints. You can apply displacement constraints directly to lines. Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 26 Structural Tutorial
37. 1. Main Menu> Solution> Define Loads> Apply> Structural> Displacement> On Lines 2. Pick the four lines around left-hand hole (Line numbers 10, 9, 11, 12). 3. OK (in picking menu). 4. Click on All DOF. 5. Enter 0 for zero displacement. 6. OK to apply constraints and close dialog box. 7. Utility Menu> Plot Lines 8. Toolbar: SAVE_DB. 2.1.6.2.Step 20: Apply pressure load. Now apply the tapered pressure load to the bottom, right-hand pin hole. ("Tapered" here means varying linearly.) Note that when a circle is created in ANSYS, four lines define the perimeter. Therefore, apply the pressure to two lines making up the lower half of the circle. Since the pressure tapers from a max- imum value (500 psi) at the bottom of the circle to a minimum value (50 psi) at the sides, apply pressure in two separate steps, with reverse tapering values for each line. The ANSYS convention for pressure loading is that a positive load value represents pressure into the surface (compressive). 1. Main Menu> Solution> Define Loads> Apply> Structural> Pressure> On Lines 2. Pick line defining bottom left part of the circle (line 6). 27 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Static Analysis of a Corner Bracket
38. 3. Apply. 4. Enter 50 for VALUE. 5. Enter 500 for optional value. 6. Apply. 7. Pick line defining bottom right part of circle (line 7). 8. Apply. 9. Enter 500 for VALUE. 10. Enter 50 for optional value. 11. OK. 12. Toolbar: SAVE_DB. 2.1.7.Obtain Solution 2.1.7.1.Step 21: Solve. 1. Main Menu> Solution> Solve> Current LS 2. Review the information in the status window, then choose File> Close (Win- dows), or Close (Linux), to close the window. 3. OK to begin the solution. Choose Yes to any Verify messages that appear. 4. Close the information window when solution is done. Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 28 Structural Tutorial
39. ANSYS stores the results of this one load step problem in the database and in the results file, Jobname.RST (or Jobname.RTH for thermal, Jobname.RMG for magnetic). The database can actually contain only one set of results at any given time, so in a multiple load step or multiple substep analysis, ANSYS stores only the final solution in the database. ANSYS stores all solutions in the results file. 2.1.8.Review Results The beginning of the postprocessing phase. Note The results you see may vary slightly from what is shown here due to variations in the mesh. 2.1.8.1.Step 22: Enter the general postprocessor and read in the results. 1. Main Menu> General Postproc> Read Results> First Set 2.1.8.2.Step 23: Plot the deformed shape. 1. Main Menu> General Postproc> Plot Results> Deformed Shape 2. Choose Def + undeformed. 3. OK. You can also produce an animated version of the deformed shape: 4. Utility Menu> Plot Ctrls> Animate> Deformed Shape 5. Choose Def + undeformed. 6. OK. 7. Make choices in the Animation Control- ler (not shown), if necessary, then choose Close. 29 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Static Analysis of a Corner Bracket
40. 2.1.8.3.Step 24: Plot the von Mises equivalent stress. 1. Main Menu> General Postproc> Plot Results> Contour Plot> Nodal Solu 2. Choose Stress item to be contoured. 3. Scroll down and choose von Mises (SE- QV). 4. OK. You can also produce an animated version of these results: 5. Utility Menu> Plot Ctrls> Animate> Deformed Results 6. Choose Stress item to be contoured. 7. Scroll down and choose von Mises (SE- QV). 8. OK. 9. Make choices in the Animation Control- ler (not shown), if necessary, then choose Close. 2.1.8.4.Step 25: List reaction solution. 1. Main Menu> General Postproc> List Results> Reaction Solu 2. OK to list all items and close the dialog box. Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 30 Structural Tutorial
41. 3. Scroll down and find the total vertical force, FY. 4. File> Close (Windows), or Close (Linux), to close the window. The value of 134.61 is comparable to the total pin load force. Note The values shown are representative and may vary from the values you obtain. There are many other options available for reviewing results in the general postprocessor. You’ll see some of these demonstrated in other tutorials. You have finished the analysis. Exit the program in the next step. 2.1.8.5.Step 26: Exit the ANSYS program. When exiting the ANSYS program, you can save the geometry and loads portions of the database (de- fault), save geometry, loads, and solution data (one set of results only), save geometry, loads, solution data, and postprocessing data (i.e., save everything), or save nothing. You can save nothing here, but you should be sure to use one of the other save options if you want to keep the ANSYS data files. 1. Toolbar: Quit. 2. Choose Quit - No Save! 3. OK. Congratulations! You have completed this tutorial. Even though you have exited the ANSYS program, you can still view animations using the ANSYS AN- IMATE program. The ANIMATE program runs only on the PC and is extremely useful for: • Viewing ANSYS animations on a PC regardless of whether the files were created on a PC (AVI files) or on a Linux workstation (ANIM files). • Converting ANIM files to AVI files. • Sending animations over the web. 31 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Static Analysis of a Corner Bracket
42. Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 32
43. Chapter 3:Thermal Tutorial Solidification of a Casting • Problem Specification • Problem Description • Prepare for a Thermal Analysis • Input Geometry • Define Materials • Generate Mesh • Apply Loads • Obtain Solution • Review Results 3.1.Solidification of a Casting 3.1.1.Problem Specification ANSYS Multiphysics, ANSYS Mechanical Applicable ANSYS Products: moderate Level of Difficulty: 60 to 90 minutes Interactive Time Required: thermal Discipline: nonlinear transient Analysis Type: PLANE55 Element Types Used: conduction, convection, phase change, se- lecting, solution control, time-history post- processing, use of a "get function" ANSYS Features Demonstrated: Transient Thermal Analysis in the Thermal Analysis Guide, PLANE55 in the Element Ref- erence. Applicable Help Available: 33 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates.
44. 3.1.2.Problem Description This is a transient heat transfer analysis of a casting process. The objective is to track the temperature distribution in the steel casting and the mold during the solidification process, which occurs over a duration of 4 hours. The casting is made in an L-shaped sand mold with 4 inch thick walls. Convection occurs between the sand mold and the ambient air. 3.1.2.1.Given Material Properties for Sand 0.025 Btu/(hr-in-o F) Conductivity (KXX) 0.054 lb/in3 Density (DENS) 0.28 Btu/(lb-o F) Specific heat (C) Conductivity (KXX) for Steel 1.44 Btu/(hr-in-o F) at 0o F 1.54 at 2643o F 1.22 at 2750o F 1.22 at 2875o F Enthalpy (ENTH) for Steel 0.0 Btu/in3 at 0o F 128.1 at 2643o F 163.8 at 2750o F 174.2 at 2875o F Initial Conditions 2875 o F Temperature of steel 80 o F Temperature of sand Convection Properties 0.014 Btu/(hr-in2 -o F) Film coefficient 80 o F Ambient temperature 3.1.2.2.Approach and Assumptions You will perform a 2-D analysis of a one unit thick slice. Half symmetry is used to reduce the size of the model. The lower half is the portion you will model. Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 34 Thermal Tutorial
45. The mold material (sand) has constant material properties. The casting (steel) has temperature-dependent thermal conductivity and enthalpy; both are input in a table of values versus temperature. The enthalpy property table captures the latent heat capacity of the metal as it solidifies. Radiation effects are ignored. Solution control is used to establish several nonlinear options, including automatic time stepping. Automatic time stepping determines the proper time step increments needed to converge the phase change nonlinearity. This means that smaller time step sizes will be used during the transition from molten metal to solid state. 3.1.2.3.Summary of Steps Use the information in the problem description and the steps below as a guideline in solving the problem on your own. Or, use the detailed interactive step-by-step solution by choosing the link for step 1. Prepare for a Thermal Analysis 1. Set preferences. Input Geometry 2. Read in the geometry of the casting. Define Materials 3. Define material properties. 4. Plot material properties vs. temperature. 5. Define element type. Generate Mesh 6. Mesh the model. Apply Loads 7. Apply convection loads on the exposed boundary lines. Obtain Solution 8. Define analysis type. 9. Examine solution control. 10. Specify initial conditions for the transient. 35 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Solidification of a Casting
46. 11. Set time, time step size, and related parameters. 12. Set output controls. 13. Solve. Review Results 14. Enter the time-history postprocessor and define variables. 15. Plot temperature vs. time. 16. Set up to animate the results. 17. Animate the results. 18. Exit the ANSYS program. 3.1.3.Prepare for a Thermal Analysis 3.1.3.1.Step 1: Set preferences. To Set Preferences: 1. Main Menu> Preferences 2. (check) “Individual discipline(s) to show in the GUI” = Thermal 3. [OK] 3.1.4.Input Geometry 3.1.4.1.Step 2: Read in the geometry of the casting. You will begin by reading in a file that includes the model of the casting. 1. Utility Menu> File> Read Input from ... 2. File name: casting.inp Linux version: /ansys_inc/v150/ansys/data/models/casting.inp PC version: Program FilesAnsys IncV150ANSYSdatamodelscasting.inp 3. [OK] Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 36 Thermal Tutorial
47. 3.1.5.Define Materials 3.1.5.1.Step 3: Define material properties. Define the sand mold material properties as material number 1. These are not functions of temperature. 1. Main Menu> Preprocessor> Material Props> Material Models 2. (double-click) “Thermal” , then “Conductivity” , then “Isotropic” 3. “KXX” = 0.025 4. [OK] 5. (double-click) “Specific Heat” 6. “C” = 0.28 7. [OK] 8. (double-click) “Density” 9. “DENS” = 0.54 10. [OK] The metal casting is defined as material number 2. These properties change significantly as the metal cools down from the liquid phase to the solid phase. Therefore, they are entered in a table of properties versus temperature. First define the temperature dependent thermal conductivity. 11. Material> New Model 12. “Define Material ID” = 2 13. [OK] 14. (double-click) “Isotropic” 15. [Add Temperature] three times to create fields for the four temperatures. 16. “T1” = 0 17. “T2” = 2643 18. “T3” = 2750 19. “T4” = 2875 20. “KXX” at “T1” = 1.44 21. “KXX” at “T2” = 1.54 22. “KXX” at “T3” = 1.22 37 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Solidification of a Casting
48. 23. “KXX” at “T4” = 1.22 You will now copy the four temperatures so you will be able to paste them into the Enthalpy dialog box. 24. Select the temperatures by holding the left mouse button and dragging across the temperature row so that the row is highlighted. 25. [Ctrl] then [c] to copy the temperatures. 26. [OK] Next, define the temperature dependent enthalpy. 27. (double-click) “Enthalpy” 28. [Add Temperature] three times to create fields for the four temperatures. 29. Paste the temperatures into the dialog box by highlighting the T1 temperature field, and pressing [Ctrl] then [v]. 30. “ENTH” at “T1” = 0 31. “ENTH” at “T2” = 128.1 32. “ENTH” at “T3” = 163.8 33. “ENTH” at “T4” = 174.2 34. [OK] Note PC Users: You can view a demo on adding a temperature dependent material model by pointing your Internet Explorer browser to the following URL address: http://www.an- sys.com/techmedia/add_temp_material.html 3.1.5.2.Step 4: Plot material properties vs.temperature. 1. (double-click) “Thermal conduct. (iso)” under Material Model Number 2. 2. [Graph] 3. [OK] Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 38 Thermal Tutorial
49. Note PC Users: You can view a demo on graphing a temperature dependent material model by pointing your Internet Explorer browser to the following URL address: http://www.an- sys.com/techmedia/graph_temp_material.html 4. (double-click) “Enthalpy” under the right or left window. 5. [Graph] 6. [OK] 7. Material> Exit 8. Toolbar: SAVE_DB 3.1.5.3.Step 5: Define element type. You will now define the element type as PLANE55. 1. Main Menu> Preprocessor> Element Type> Add/Edit/Delete 2. [Add ...] 3. “Thermal Solid” (left column) 4. “Quad 4node 55” (right column) 5. [OK] 6. [Close] 7. Toolbar: SAVE_DB 3.1.6.Generate Mesh 3.1.6.1.Step 6: Mesh the model. 1. Utility Menu> Plot> Areas 39 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Solidification of a Casting
50. Specify a SmartSize of 4. This will allow a slightly finer mesh than the default. 2. Main Menu> Preprocessor> Meshing> MeshTool 3. (check) “Smart Size” 4. (slide) “Fine Course” = 4 5. [Mesh] Mesh the mold area first. Note that the material attribute reference number defaults to 1 and there is no need to set attributes before meshing the area. 6. Pick the mold area A5 (Hint: Place the mouse cursor on top of the A5 label when you pick -- this is the picking "hot spot," based on the centroid of the area.). 7. [OK] Before meshing the casting area, set the material attribute to that of steel (material 2). 8. (drop down in MeshTool) “Element Attributes” = Global, then [Set] 9. (drop down) “Material number” = 2 10. [OK] 11. Utility Menu> Plot> Areas 12. [Mesh] in MeshTool 13. Pick area A4 14. [OK] Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 40 Thermal Tutorial
51. 15. [Close] in MeshTool 16. Utility Menu> Plot> Elements Note: The mesh you obtain may vary slightly from the mesh shown here. As a result of this, you may see slightly different results during postprocessing. For a discussion of results accuracy, see Planning Your Approach in the Modeling and Meshing Guide. To verify that the elements have the right materials, plot them with different colors for different materials. 17. Utility Menu> PlotCtrls> Numbering 18. (drop down) “Elem / Attrib numbering” = Material numbers 19. [OK] Note: the elements of material 1 form the sand mold. The elements of material 2 form the steel casting. You can also plot the elements showing materials in different colors without displaying the associated material numbers. 20. Utility Menu> PlotCtrls> Numbering 21. (drop down) “Numbering shown with” = Colors only 22. [OK] 23. Toolbar: SAVE_DB 3.1.7.Apply Loads 3.1.7.1.Step 7: Apply convection loads on the exposed boundary lines. Apply the convection to the lines of the solid model. Loads applied to solid modeling entities are automatically transferred to the finite element model during solution. 1. Utility Menu> Plot> Lines 2. Main Menu> Preprocessor> Loads> Define Loads> Apply> Thermal> Convection> On Lines 41 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Solidification of a Casting
52. 3. Pick the three lines that are exposed to ambient air. 4. [OK] 5. “Film coefficient” = 0.014 6. “Bulk temperature” = 80 7. [OK] 8. Toolbar: SAVE_DB 3.1.8.Obtain Solution 3.1.8.1.Step 8: Define analysis type. 1. Main Menu> Solution> Analysis Type> New Analysis 2. (check) “Type of analysis” = Transient 3. [OK] 4. (check) “Solution method” = Full 5. [OK] 3.1.8.2.Step 9: Examine solution control. The Approach and Assumptions section of this tutorial mentioned that solution control is used to establish several nonlinear options. In this step, you will be directed to the online help for solution control so you can examine the details of this feature. You will access this help topic by clicking on the Help button from within the Nonlinear Solution Control dialog box. 1. Main Menu> Solution> Load Step Opts> Solution Ctrl Note that solution control is on by default. Before clicking on the Help button in the next step, you should be aware that the help information may appear in the same window as this tutorial, replacing the contents of the tutorial. If this is the case, after reading the help information, you will need to click on the Back button to return to this tutorial. If the help information appears in a separatewindow from the tutorial, you can minimize or close the help window after you read the help information. Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. 42 Thermal Tutorial
53. 2. [Help] then read the details on Solution Control. 3. If the help information replaced the tutorial, click on the Back button to return to the tutorial. If the help information appears in a separate window, you can close or minimize that window. 4. [Cancel] to remove the dialog box. 3.1.8.3.Step 10: Specify initial conditions for the transient. The mold is initially at an ambient temperature of 80o F and the molten metal is at 2875o F. Use select entities to obtain the correct set of nodes on which to apply the initial temperatures. First select the casting area, then select the nodes within that area and apply the initial molten temperature to those nodes. Next, invert the selected set of nodes and apply the ambient temperature to the mold nodes. Start by plotting areas. 1. Utility Menu> Plot> Areas 2. Utility Menu> Select> Entities 3. (first drop down) “Areas” 4. [OK] 5. Pick area A4, which is the casting. 6. [OK] 7. Utility Menu> Select> Everything Below> Selected Areas 8. Utility Menu> Plot> Nodes 9. Main Menu> Solution> Define Loads> Apply> Initial Condit'n> Define 10. [Pick All] to use selected nodes. 11. (drop down) “DOF to be specified” = TEMP 12. “Initial value of DOF” = 2875 13. [OK] 14. Utility Menu> Select> Entities 15. (first drop down) “Nodes” 43 Release 15.0 - © SAS IP,Inc.All rights reserved.- Contains proprietary and confidential information of ANSYS,Inc.and its subsidiaries and affiliates. Solidification of a Casting
|
||||
correct_foundationPlace_00077
|
FactBench
|
2
| 21
|
https://www.mdpi.com/2071-1050/13/3/1145
|
en
|
Parallel Code Execution as a Tool for Enhancement of the Sustainable Design of Foundation Structures
|
[
"https://pub.mdpi-res.com/img/design/mdpi-pub-logo-black-small1.svg?da3a8dcae975a41c?1721387811",
"https://pub.mdpi-res.com/img/design/mdpi-pub-logo-black-small1.svg?da3a8dcae975a41c?1721387811",
"https://pub.mdpi-res.com/img/journals/sustainability-logo.png?8600e93ff98dbf14",
"https://pub.mdpi-res.com/bundles/mdpisciprofileslink/img/unknown-user.png?1721387811",
"https://www.mdpi.com/bundles/mdpisciprofileslink/img/unknown-user.png",
"https://pub.mdpi-res.com/img/design/orcid.png?0465bc3812adeb52?1721387811",
"https://www.mdpi.com/profiles/316335/thumb/Radim_Cajka.jpg",
"https://pub.mdpi-res.com/img/design/orcid.png?0465bc3812adeb52?1721387811",
"https://www.mdpi.com/bundles/mdpisciprofileslink/img/unknown-user.png",
"https://www.mdpi.com/sustainability/sustainability-13-01145/article_deploy/html/images/sustainability-13-01145-g001-550.jpg",
"https://www.mdpi.com/sustainability/sustainability-13-01145/article_deploy/html/images/sustainability-13-01145-g001.png",
"https://www.mdpi.com/sustainability/sustainability-13-01145/article_deploy/html/images/sustainability-13-01145-g002-550.jpg",
"https://www.mdpi.com/sustainability/sustainability-13-01145/article_deploy/html/images/sustainability-13-01145-g002.png",
"https://www.mdpi.com/sustainability/sustainability-13-01145/article_deploy/html/images/sustainability-13-01145-g003-550.jpg",
"https://www.mdpi.com/sustainability/sustainability-13-01145/article_deploy/html/images/sustainability-13-01145-g003.png",
"https://www.mdpi.com/sustainability/sustainability-13-01145/article_deploy/html/images/sustainability-13-01145-g004-550.jpg",
"https://www.mdpi.com/sustainability/sustainability-13-01145/article_deploy/html/images/sustainability-13-01145-g004.png",
"https://www.mdpi.com/sustainability/sustainability-13-01145/article_deploy/html/images/sustainability-13-01145-g005-550.jpg",
"https://www.mdpi.com/sustainability/sustainability-13-01145/article_deploy/html/images/sustainability-13-01145-g005.png",
"https://www.mdpi.com/img/table.png",
"https://www.mdpi.com/img/table.png",
"https://www.mdpi.com/img/table.png",
"https://www.mdpi.com/img/table.png",
"https://pub.mdpi-res.com/img/design/mdpi-pub-logo-white-small.png?71d18e5f805839ab?1721387811"
] |
[] |
[] |
[
""
] | null |
[
"Jiri Brozovsky",
"Radim Cajka",
"Zdenka Neuwirthova"
] |
2021-01-22T00:00:00
|
Civil engineering structures are always in interaction with the underlying parts of the Earth. This form of interaction results in deformations and stresses that affect the service life of structures. Long and predictable service life is one of important aspects of sustainable design. Thus, good knowledge of the interaction effects is an essential part of sustainable design. However, to obtain this information, the use of complex numerical models is often necessary. In many cases, the creation and analysis of such complex models are not possible with the tools usually available in civil engineering practice. Technically, the necessary software and computer hardware exist, but their use for such tasks is still very infrequent and includes many challenges. The main aim of this article was thus to propose an approach of numerical analysis that utilizes parallel supercomputers and software based on the finite element method. The paper concentrated on the feasibility of the solution and on calculation times, because these aspects are usually the main reasons why engineers in practice tend to reject these approaches. The approach was demonstrated on a model case that was compatible with actual in situ experiments executed by the author’s team, and thus the validity of the computed results is verifiable. Limitations of the proposed approach are also discussed.
|
en
|
MDPI
|
https://www.mdpi.com/2071-1050/13/3/1145
|
1
Department of Structural Mechanics, Faculty of Civil Engineering, VSB-Technical University of Ostrava, 708 00 Ostrava, Czech Republic
2
Department of Structures, Faculty of Civil Engineering, VSB-Technical University of Ostrava, 708 00 Ostrava, Czech Republic
*
Author to whom correspondence should be addressed.
Sustainability 2021, 13(3), 1145; https://doi.org/10.3390/su13031145
Submission received: 30 November 2020 / Revised: 6 January 2021 / Accepted: 19 January 2021 / Published: 22 January 2021
(This article belongs to the Special Issue Civil Engineering as a Tool for Developing a Sustainable Society)
Abstract
:
Civil engineering structures are always in interaction with the underlying parts of the Earth. This form of interaction results in deformations and stresses that affect the service life of structures. Long and predictable service life is one of important aspects of sustainable design. Thus, good knowledge of the interaction effects is an essential part of sustainable design. However, to obtain this information, the use of complex numerical models is often necessary. In many cases, the creation and analysis of such complex models are not possible with the tools usually available in civil engineering practice. Technically, the necessary software and computer hardware exist, but their use for such tasks is still very infrequent and includes many challenges. The main aim of this article was thus to propose an approach of numerical analysis that utilizes parallel supercomputers and software based on the finite element method. The paper concentrated on the feasibility of the solution and on calculation times, because these aspects are usually the main reasons why engineers in practice tend to reject these approaches. The approach was demonstrated on a model case that was compatible with actual in situ experiments executed by the author’s team, and thus the validity of the computed results is verifiable. Limitations of the proposed approach are also discussed.
1. Introduction
Design of sustainable civil engineering structures (that is, effective and durable structures with a long service life and with a minimal environmental footprint) is often limited by the available design tools. Today, it is common to use computers and advanced numerical tools like the non-linear finite element method. However, it is hard to use these tools in some areas because their complexity still requires computational power, which is not available with contemporary personal computers nor workstations. One problem area is the soil–structure interaction. This problem is often reduced to the interaction between the foundation structure, or even just a part of the foundation structure, and the soil [1]. Such an approach is common in civil engineering practice, but it does not respect the fact that there is an interaction between the whole structure (definitely not just the foundation) and the area of the Earth under the structure, which can be measured in tens or hundreds of meters (for the sake of simplicity, such areas are addressed in this article as “soil”). Such soil is in reality non-homogeneous space that usually has several layers of materials with different properties (soils, rocks of different types [2]). It is obvious that there is a little space for simplification and that reduction of the problem to the interaction of some structural members with limited Earth volume have to lead the designs that incorporate many inaccuracies [3]. The importance of these inaccuracies increases with time due to time-related changes in all materials and structures involved. Thus, for the design of sustainable structures, it is necessary to use approaches that will make it possible to create numerical models of structures and their surrounding environments (especially these parts of the Earth volume that are in interaction with the structure). Thus, this paper focuses on the soil–structure interaction problems. Necessary computational [4] and numerical tools exist [5]. However, their actual use requires additional efforts that have to be studied, developed, and then introduced to civil engineering practice.
As it was mentioned above, numerical modelling of building structures is used in every phase of the design process and for every possible material choice to predict various phenomena and independence. Analysis can be performed as linear or nonlinear [6,7,8]. In both cases, the numerical modelling of building structures requires a large number of simplifications [3]. Material properties are often assumed to be linear elastic or elastic-plastic. The behaviour of many structural elements is idealized and structural supports are often idealized or simplified too. It is still common that ideal models of supports (e.g., hinges, fixed supports) are used. Modern finite element software packages for civil engineering [9,10] often incorporate less or more sophisticated models for soils, which can be used for better representation of soil–structure interaction problem. Some of this software models the compression-only nature of the soil–structure interaction, others do not. Simplified models are often based on the Winkler subsoil model [11,12] or its derivatives like the Pasternak or Kolar models [13]. Models that are based on elastic half-space also exist [14,15] and they are implemented, for example, in the Soilin model of the SCIA software [9,16] or in the academic code by Cajka et al. [17,18].
These models are in general 1D or 2D-oriented and they replace the 3rd dimension (the soil depth and all soil and rock layers) with one or a few parameters. It makes them less suitable for modelling of complex (but very common) situations like the interaction between several buildings with foundations in different depths or even for modelling of a single building that has several levels of foundations. In these cases, the 3D model is required. It can be based on a combination of finite and semi-infinite elements [19,20] or it can be represented as a limited part of 3D half-space. Such a model allows for the inclusion of several material layers with different material properties. These properties can be linear elastic or (preferably) elastic-plastic (the Drucker-Prager or the Mohr-Coulomb models are common).
Using these 3D computational models may achieve more precise results. The calculation must be well prepared including the computing method and all input parameters. Using this detailed computing method will help to design optimized buildings. Optimization will result in less construction material used and therefore in a lower carbon footprint per structure. Making optimized buildings will result in lower production of building materials and have a positive effect on the environment [21].
These 3D models introduce several problems. The issue of obtaining and verifing proper material data is out of the scope of this article. This information is available in other articles that publish results of the experimental program by Cajka et al., for example [1,17,21]. Another important issue is the modelling of boundary conditions. It is well known [22] that the type of boundary condition can importantly influence model behaviour. In this paper, boundary conditions based on study [3] were used. Model behaviour of course also depends on the size of the modelled area: the smaller the area is, the bigger are the unnecessary influences on stress and strain state in the modelled area.
One of the biggest issues is a model’s size. Finite element models of buildings can have thousands to millions of unknowns. The subsoil area related to a structure is usually 4–20 times bigger than the structure itself and it extends in all three directions. This size can be determined approximately. For example, the authors of [23] propose an analytical method designed for environments close to the studied one.
Thus, the model of this area may have many times more unknowns than the model of the building itself [24]. For larger cases, it is easily possible to reach the size of tens of millions of unknowns for the whole model. Computation times will be increased if the material model is non-linear or if there are measures for modelling used of a compression-only nature for the soil–structure interaction (for example, if so-called contact elements [25] are used).
One of the possible approaches to shorten computational time is the use of parallel processing. At the current time, most personal computers and workstations use multi-core central processing units (CPU) [26,27,28], with 4–32 cores. For a larger number of CPUs or cores, it is necessary to use a supercomputer [4]. This article is going to discuss investigations of the possible use of such supercomputers [29] for soil–structure interaction problems.
Using a supercomputer does not necessarily mean a larger carbon footprint. Tasks computed on a supercomputer wait in the queue and are optimized before their calculation. The supercomputer usually works all the time without delays. Some supercomputers focus on lowering the carbon footprint. The main problem with supercomputers is the large amount of heat that is produced as a side effect of their usage. They usually need a large cooling system. The most popular solution is a connection of the cooling system to the heating system and the use of this energy for building heating, taking a step towards being carbon-neutral [30].
Therefore, it is also important to investigate the optimal size of a model, so the model is detailed enough without consuming too many resources or taking too long [22].
2. Approach Description
The main idea of this article is to use supercomputers to make possible a more detailed numerical analysis of the soil–structure problem. The proposed approach includes these steps:
Preliminary analysis (based on analytical formulas or simple numerical models and on field testing data). In this stage, the size of the modelled soil volume should be determined.
Initial numerical model based on finite element method. This model may be used for verification of the general behaviour of the numerical model. Size and complexity of this model has to be feasible for a common desktop computer.
Preparation of a detailed numerical model for a parallel computer. Such models can be prepared in a similar fashion as that of the usual numerical models. The usual problem is size of the model, which makes it impractical (or even impossible) to create it on a desktop computer. However, some contemporary engineering software allows for a combination of a numerical model of civil engineering structure (which usually can be created interactively with the use of usual engineering software) with the subsoil model which may have to be generated (non-interactively) directly on the supercomputer with support of program commands. For example, the ANSYS [25] software uses the APDL command language, which was used for this work in the example presented below.
Numerical analysis of the prepared model on a supercomputer. In this step, linear elastic material properties should be used and the results (at least deformations) should be compared with those from Step 2. This step is necessary to reveal possible critical errors or incompatibilities of the model. In addition, time consumption needs to be assessed to ensure the non-linear solution. It is also necessary to note that parallel code execution offers further challenges, which may have negative influences on the solution. For at least some finite element programs, it is true after a certain problem size, the solution may become unstable, and the maximum possible size of the problem has to be searched [31]. This of course requires re-modelling of the problem (number of finite elements of the soil volume have to be scaled down without changing the building structure model). This task can be eased if a parametric command language like the APDL is used.
Non-linear analysis on a supercomputer with all desired non-linearitys (contacts between elements and material non-linearity, for example).
Analysis of results. This task may also require processing on a parallel computer. Once again, it is recommended to use program commands to extract the desired result data.
The following text discusses this approach on an example of a structure on soil. The main reason for the selection of such a structure was the availability of results obtained during the long-term experimental program headed by Cajka [1,3,32,33]. The experiment allowed us to study only relatively simple structures in situ (slabs up to 2 × 2 m) thus numerical models follow their geometry. Steps 1 and 2 are not discussed here because in this particular case, already available data from previous works were used.
The article concentrates on computational times to demonstrate feasibility of the proposed approach. Results of the particular case are not discussed here, just some basic data are shown to verify that the behaviour of the model analysed on parallel computers correlates with the experimental data.
3. Finite Element Modelling
Numerical models were prepared with the use of the finite element method [34]. Both commercial ANSYS [25] and in-house developed finite element packages were used. The material of the subsoil part of the model was assumed to be both linear elastic and elastic-plastic. The material of the structural model was assumed to be linear in most cases.
The model included a sub-volume of subsoil and a model of a reinforced concrete slab, which represented the building structure.
3.1. Used Finite Elements
In the presented work, the brick-shaped, isoparametric, 8-node serendipity family [35,36] finite elements are used. These finite elements are available in the ANSYS software (SOLID45, SOLID65) [25] and in the uFEM finite element code (BRICK9), which was developed at the VSB–Technical University of Ostrava [37].
These finite elements use shape functions of the following form [35]:
Ni(ζ,η,ξ) = 0.125 (1 + ζζi)(1 + ηηi)(1 + ξξi)(ζζI + ηηI + ξξI − 2)
(1)
where ζ,η,ξ are natural coordinates of an arbitrary point and ζi, ηi, ξi are natural coordinates of the ith node of finite elements. The shape functions (Ni) are used for approximation of unknown deformations. These elements are discussed in greater detail in [35].
The 8-node element has 3 unknown parameters in every node (displacements in x, y, and z directions), thus a single element has 24 unknown parameters. The reinforced concrete slab was in most cases [38] represented by the same brick-shaped finite element types as were used for the subsoil model (the SOLID45 and the SOLID65 elements of the ANSYS).
The connection of parts of the model was first assumed as ideal (node-to-node connection) then so-called contact finite elements were used (the TARGE170 and the CONTA175 elements of the ANSYS). These elements were used to simulate the compression-only character of the soil–structure interaction
3.2. Model Description
The designed numerical models were based on an actual experimental setup of the STAND device at the VSB—Technical University of Ostrava [33].
The model included two main parts: a subsoil model that was the shape of a brick and a reinforced concrete slab model that was located in the centre of the top surface of the subsoil model. The reinforced concrete brick was assumed to have dimensions of 2 × 2 × 0.15 m in all cases. The dimension of subsoil was altered. The main computations presented in this paper were done on a model with dimensions 42 × 42 × 20 m.
Dimension of the modelled area and sizes of finite elements were based on previous works [21]. They also depended on computer resources available for this particular research task. The problem of mode size for this particular class of cases was studied in greater detail and previously published [3,22].
The load was modelled in the form of forces located in the area of 0.2 × 0.2 m in the centre of the reinforced concrete slab.
Initial model behaviour was studied on a simple model with a small number of finite elements. The reinforced concrete slab was omitted in this case. Thus, this model did not include contact elements. One of the setups for this model is shown in Figure 1. This model used linear elastic material parameters (Young Modulus and Poisson Ratio), listed in Table 1. The initial model had a larger soil volume (42 × 42 × 42 m) because it was modelled with the use of the uFEM [32] software, which allows for the use of an arbitrary number of processors.
Further models were created in the ANSYS with the use of greater numbers of finite elements and with non-linear material parameters. These models used two different materials: Drucker–Prager elastic-plastic model for soil (Table 1) and the Willam–Warnke model for concrete (Table 2). The Willam–Warnke model implemented in the ANSYS software is based on elastic-plastic behaviour combined with a material softening model for modelling concrete cracking and crushing. The soil model was thus constructed from SOLID45 finite elements and the reinforced concrete slab from the SOLID65 elements. The compression-only connection between soil and slab was envisaged and it was modelled with the use of TARGE170 and CONTA175 contact finite elements. These elements were located on the interface between the slab and the soil volume. The load was applied in the form of pressure located at the 0.2 × 0.2 m area on the centre of the top of the slab.
We prepared models of different sizes: the basic model (7000 nodes, Figure 1a) was designed to be used on a desktop workstation, the large model was designed to be executed on a parallel supercomputer (642,330 nodes, Figure 2).
3.3. Computational Procedures
Computations of the models were done with the use of several environments: The initial model was analysed with the use of the in-house developed uFEM software. The conjugate gradient method [39] with preconditions was used for the solution of the finite element problem. The uFEM software allows parallelization of conjugate gradient solutions by parallelization of key operations (matrix-vector and vector-vector multiplications, problem matrix construction, and results from computations, among others). The software is written in the C language and uses the UNIX threads mechanism to execute parallelization. The computations were executed on a workstation with the POWER9 central processing unit (IBM Corporation, Armonk, U.S.A.) [40] and the Blackbird workstation (Raptor Computing Systems, Belvidere, IL U.S.A.) [41]. This computer allows utilization of up to 16 processes with full performance (4 processes per one CPU core). Due to the available platform (POWER9/Linux), it was not possible to run the ANSYS models on this setup.
The ANSYS models were executed in two different environments. The first was a standard desktop workstation. Unfortunately, the available ANSYS setups did not allow the use of more than 2 CPUs within this environment. Thus, it was not possible to discuss the scalability or limitations of the solution within this environment.
The second setup was the ANSELM supercomputer, which allows running ANSYS with up to 512 CPU cores [31]. The limitation is caused by the limitation of the ANSYS licenses in the National Supercomputing Centre IT4Innovations. The used solver was based on a domain decomposition approach [5,42]. Distributed computing qA implemented with the use of the message passing interface standard (MPI) [43].
4. Results
Computational times are discussed as they are the most important aspects of this paper. The results of this particular study are only briefly mentioned. The computations were compared with available experimental data (available, among others in papers [1,22,33,34]). However, experimental data are limited to deformations (in most cases to slab deformations) and to limited stress sensor data. Thus, only selected deformation data are presented.
4.1. Computational Speed
It is often stated that computational procedures based on parallelization of the solution of linear systems (the parallel conjugate gradients method, for example) can be effectively accelerated with several CPU cores on shared memory computers (on personal computers or traditional desktop workstations) with multiple CPUs or with multi-core CPUs. It is also sometimes stated [25] that the speed increase is negligible on more than four CPU cores or CPU threads. Thus, solutions on a 16-thread POWER9 CPU were conducted and the results are summarized in Table 3.
The ANSYS solution on the workstation for the model described above required 4:19 on 4 CPUs and 3:53 on 6 CPUs (Figure 3). Thus, it can be concluded that for this particular problem (non-linear model of a given size), there is no noticeable increase in speed based on more than 4 CPUs. This proves the recommendation stated in [25].
4.2. Computational Speed on HPC
The parallel computing on a supercomputer was performed on the ANSELM supercomputer located in the National Supercomputing Centre IT4Innovations, Ostrava. Detailed information about the submission and limitation of the supercomputer was published before and included the optimization of the resource allocation [31].
We were allocated twice the number of cores than were actually used for computing each case. The unused cores served as a memory buffer. Therefore, the calculation was performed on 256 cores (allocating 512 cores), 128 cores (allocating 256 cores), 64 cores (allocating 128 cores), 32 cores (allocating 64 cores), 16 cores (allocating 32 cores), and 8 cores (allocating 16 cores). Every calculation was performed three times to collect accurate results (Table 4).
Solution times from Table 4 were transferred to Figure 4. A horizontal axis shows solution time in seconds using a logarithmic scale. The ANSYS solution on the supercomputer for the model described showed an exponential increase in speed.
4.3. Deformation
Most of the modelled area had the shape of a rectangular brick, which allows for the preparation of a very effective finite element mesh. As an example of the obtained results, the deformation under the centre point of the slab is shown in Figure 5. The maximum computed deformation was −0.653 mm, which correlates well with the data available from experiments (average value of −0.6 mm) for the same point (bottom centre point of the slab).
5. Discussion
The solution on the workstation for the model described above required 4:19 on 4 CPUs and 3:53 on 6 CPUs, and it was concluded that there is no noticeable increase in speed based on more than 4 CPUs. A larger problem was executed on a supercomputer using 1 × 16 to 32 × 16 cores. The biggest time saving appeared with a change from 1 × 16 to 2 × 16 computation, where time was halved. This phenomenon occurred up to 64 cores. Using more than this number seems to be unnecessary for this particular problem. The presented case was relatively simple but it shows that the selected approaches are feasible and can be used for the more complex problems that usually arise from the needs of civil engineering design. However, it is obvious that in the case of supercomputers, there are still available resources to solve more complex cases. Such resources would not be available on much more constrained personal workstations like the one used for the purposes of this article. It has to be noted that a single load case was solved. The actual design of any new civil engineering structure requires solving several load case combinations and also a number of design alternatives. All load cases combinations can be solved concurrently (in parallel) on a supercomputer (provided that sufficient computer memory, CPU cores, and software licenses are available). Software like the ANSYS and uFEM have abilities for non-interactive evaluation of data based on their internal scripting languages, which also makes it possible to execute preliminary evaluations of results (finding the most critical details or stress-based or strain-based comparison of alternative designs) on a supercomputer and thus save additional time.
6. Conclusions
This article proposed an algorithm to increase the speed of the numerical analysis of large soil–structure problems by using parallel supercomputers. The algorithm is based on the use of available software and numerical models. The approach was illustrated on an example based on an experimental program conducted by one of paper authors. The presented information allows us to define these main conclusions:
Parallel computations, especially if they are executed on large computers or supercomputers, make it possible to solve large civil engineering problems like soil–structure interactions in much greater detail than is possible on the desktop computers that are usually available to civil engineering professionals.
The approach proposed in the article is feasible and it has the potential to be used in civil engineering practice.
Limitations: finite element solution scalability is limited to some extent. When these limits are reached, it is more sound to use the available supercomputing resources for the solution of model (design) alternatives or to speed-up the solution of load case combinations by their concurrent execution. That is, time-savings of a single load step solution or a single model solution are not the only nor the greatest benefits of the use of supercomputers.
It is always necessary to execute a multi-step computational analysis that will include small-scale computation of less-detailed models and only then perform the large-scale computations on a supercomputer.
The above mentioned parallel computation approach gives the possibility of designing enhancements that should lead to a more effective design of structures. The ability to provide results of complex and detailed models of complete structures with the foundation makes possible the selection of the best design alternatives in terms of carbon footprint (material saving criteria) and also with the necessary level of durability and service life (by a selection of alternatives with the smallest number of critical structural points as possible).
It is obvious from the computation times that are shown in this article that actual optimization approaches (which usually require hundreds, thousands, or even more repeated computations of complete structural models) are still hard to accomplish.
Author Contributions
Conceptualization, J.B. and Z.N.; methodology, J.B.; software, J.B. and Z.N.; validation, J.B. and R.C.; formal analysis, J.B.; investigation, J.B.; resources, Z.N.; data curation, J.B.; writing—original draft preparation, Z.N.; writing—review and editing, J.B.; visualization, J.B.; supervision, R.C.; project administration, R.C.; funding acquisition, R.C. All authors have read and agreed to the published version of the manuscript.
Funding
This research was funded by VŠB–TUO by the Ministry of Education, Youth, and Sports of the Czech Republic.
Institutional Review Board Statement
Not applicable.
Informed Consent Statement
Not applicable.
Data Availability Statement
Input files and support files are for computations presented in the paper are available at http://fast10.vsb.cz/brozovsky/modely/mdpi.
Acknowledgments
The work was supported by the conceptual development of science, research, and innovation assigned to VSB–TUO by the Ministry of Education, Youth and Sports of the Czech Republic.
Conflicts of Interest
The authors declare no conflict of interest.
References
Cajka, R.; Marcalikova, Z.; Bilek, V.; Sucharda, O. Numerical Modeling and Analysis of Concrete Slabs in Interaction with Subsoil. Sustainability 2020, 12, 9868. [Google Scholar] [CrossRef]
Todorov, M.; Kostov, V. Prediction of the Development of Long Term Deformations. In Proceedings of the 17th International Multidisciplinary Scientific GeoConference, Vienna, Austria, 27–30 November 2017; Volume 17, pp. 139–146. [Google Scholar] [CrossRef]
Cajka, R.; Labudkova, J. Dependence of Deformation of a Plate on the Subsoil in Relation to the Parameters of the 3D Model. Int. J. Mech. 2014, 8, 208–215. Available online: http://www.naun.org/main/NAUN/mechanics/2014/a342003-076.pdf (accessed on 25 October 2020).
Our Supercomputers. Available online: https://www.it4i.cz/en/infrastructure/our-supercomputers (accessed on 25 October 2020).
Kozubek, T.; Vondrák, V.; Menší, M.; Horák, D.; Dostál, Z.; Hapla, V.; Kabelíková, P.; Čermák, M. Total FETI domain decomposition method and its massively parallel implementation. Adv. Eng. Softw. 2013, 60, 14–22. [Google Scholar] [CrossRef] [Green Version]
Yu, H.; Li, S.; Liu, Y.; Zhang, J. Non-Linear Analysis of Stress and Strain of Concrete-Faced Rockfill Dam for Sequential Impoundment Process. Math. Comput. Appl. 2010, 15, 796–801. [Google Scholar] [CrossRef] [Green Version]
Dede, F.T. Nonlinear Finite Element Analysis of an R/C Frame Under Lateral Loading. Math. Comput. Appl. 2011, 16, 947–958. [Google Scholar] [CrossRef]
Kantar, E.; Erdem, R.T.; Anıl, Ö. Nonlinear Finite Element Analysis of Impact Behavior of Concrete Beam. Math. Comput. Appl. 2011, 16, 183–193. [Google Scholar] [CrossRef] [Green Version]
ENGINEER S.C.I.A, Version 17.0; Nemetschek Group Software: Munich, Germany, 2017.
R.-FEM, Ing.; Software Dlubal GmbH. Am Zellweg: Tiefenbach, Germany, 2013.
Winkler, E. Die Lehre von der Elastizität und Festigkeit; H. Dominicus: Prague, Czech Republic, 1867. [Google Scholar]
Pasternak, P.L. On a new method of analysis of an elastic foundation by means of two foundation constants. Gos. Izd. Lit. Po Stroit. Arkhitekture 1954, 124773833. [Google Scholar]
Kolar, V.; Nemec, I. Modelling of Soil-Structure Interaction; Elsevier: Amsterdam, The Netherlands, 2012; Volume 58. [Google Scholar]
ČSN 73 1004 Geotechnical Design–Foundations–Requirements for Calculation Methods; Czech Office for Standards, Metrology and Testing: Prague, Czech Republic, 2020.
CSN EN 1997-1-1 Eurocode 7: Geotechnical Design–Part 1: General Rules; Czech Office for Standards, Metrology and Testing: Prague, Czech Republic, 2006.
Kolar, V.; Nemec, I. Modelling of Soil Structure Interaction; Academia: Prague, Czech Republic, 1989; 336p. [Google Scholar]
Cajka, R.; Labudkova, J.; Mynarcik, P. Numerical solution of soil-foundation interaction and comparison of results with experimental measurements. Int. J. Geomate 2016, 11, 2116–2122. Available online: http://www.geomatejournal.com/sites/default/files/articles/2116-2122-1208-lobudkova-July-2016-c1.pdf (accessed on 20 September 2020).
Cajka, R.; Manasek, P. Building structures in danger of flooding. In Proceedings of the IABSE Conference: Role of structural engineers towards reduction of poverty, New Delhi, India, 19–22 February 2005; pp. 551–558. [Google Scholar]
Brozovsky, J.; Cajka, R.; Koktan, J. Constitutive Models for Design of Sustainable Concrete Structures. In Proceedings of the IOP Conference Series: Earth and Environmental Science, Ho Chi Minh City, Vietnam, 17–19 April 2018; p. 012036. [Google Scholar]
Duris, L.; Hrubesova, E. Numerical Simulation of the Interaction between Fibre Concrete Slab and Subsoil—The Impact of Selected Determining Factors. Sustainability 2020, 12, 10036. [Google Scholar] [CrossRef]
Damineli, B.L.; Kemeid, F.M.; Aguiar, P.S.; John, V.M. Measuring the eco-efficiency of cement use. Cem. Concr. Compos. 2010, 32, 555–562. [Google Scholar] [CrossRef]
Neuwirthova, Z.; Cajka, R. Parametric study of input parameters of soil-structure interaction based on elastic half-space theory. WSEAS Trans. Appl. Theor. Mech. 2019, 13, 167–174. [Google Scholar]
Kuklik, P.; Broucek, M.; Kopackova, M. Fast analytical estimation of the influence zone depth, its numerical verification and FEM accuracy testing. Struct. Eng. Mech. 2009, 33, 635–647. [Google Scholar] [CrossRef]
Nepelski, K. A FEM analysis of the settlement of a tall building situated on loess subsoil. Open Eng. 2020, 10, 519–526. [Google Scholar] [CrossRef]
Kohnke, P. ANSYS, Inc. Theory; SAS IP Press: Canonsburg, PA, USA, 2001. [Google Scholar]
Smith, R. NVIDIA Announces the GeForce RTX 30 Series: Ampere for Gaming, Starting With RTX 3080 & RTX 3090. 2020. Available online: www.anandtech.com (accessed on 20 September 2020).
Kowaliski, C. Intel Releases 15-Core Xeon E7 v2 Processor. 2014. Available online: https://techreport.com/26056/intel-releases-15-core-xeon-e7-v2-processor/ (accessed on 10 June 2020).
Sempron™ 3850 APU with Radeon™ R3 Series | AMD; Advanced Micro Devices, Inc.: Santa Clara, CA, USA, 2019.
Pesatová, K.; Polakova, B.; Cawley, J. Supercomputing in Science and Engineering, IT4Innovations National Supercomputing Center Czech Republic 2017; Smetana, M., Smetanová, E., Eds.; VŠB–Technical University of Ostrava: Ostrava-Poruba, Czech Republic, 2017; p. 224. ISBN 978-80-248-4037-6. [Google Scholar]
Making Supercomputers Carbon Neutral-CSC’s Data Centre Will Be Powered with Hydro-Electricity Supplied by Vattenfall. 2020. Available online: http://primeurmagazine.com/weekly/AE-PR-11-20-59.html (accessed on 20 August 2020).
Neuwirthova, Z.; Cajka, R. Parallelizability of Tasks Using Ansys Hpc on Supercomputer to Solve Large Tasks of Civil Engineering—A Case Study. ARPN J. Eng. Appl. Sci. 2020, 15, 626–633. [Google Scholar]
Cajka, R.; Marcalikova, Z.; Kozielova, M.; Mateckova, P.; Sucharda, O. Experiments on Fiber Concrete Foundation Slabs in Interaction with the Subsoil. Sustainability 2020, 12, 3939. [Google Scholar] [CrossRef]
Hrubesova, E.; Mohlyla, M.; Lahuta, H.; Bui, T.Q.; Nguyen, P.D. Experimental Analysis of Stresses in Subsoil below a Rectangular Fiber Concrete Slab. Sustainability 2018, 10, 2216. [Google Scholar] [CrossRef] [Green Version]
Zienkiewicz, O.C.; Taylor, R.L.; Zhu, J.Z. The Finite Element Method: Its Basis and Fundamentals; Elsevier: Amsterdam, The Netherlands, 2005. [Google Scholar]
Irons, B.M. Engineering applications of Numerical Integration in Stiffness Methods. AIAA J. 1966, 4, 2035–2037. [Google Scholar] [CrossRef]
Kikuchi, F.; Okabe, M.; Fujio, H. Modification of the 8-node serendipity element. Comput. Methods Appl. Mech. Eng. 1999, 179, 91–109. [Google Scholar] [CrossRef]
Brozovsky, J.; Koktan, J. Parallel Execution of Structural Mechanic Tasks with Use of Small Supercomputers. Procedia Eng. 2017, 190, 296–303. [Google Scholar] [CrossRef]
Cajka, R.; Krivy, V.; Sekanina, D. Design and Development of a Testing Device for Experimental Measurements of Foundation Slabs on the Subsoil. Trans. VSB Tech. Univ. Ostrava Civil Eng. Ser. 2011, 11, 1–5. [Google Scholar] [CrossRef]
Barrett, R. Templates for the Solution of Linear Systems: Building Blocks for Iterative Methods; Society for Industrial and Applied Mathematics-SIAM: Philadelphia, PA, USA, 1994. [Google Scholar]
Power 9. Available online: https://en.wikipedia.org/wiki/POWER9 (accessed on 25 October 2020).
Blackbird. Available online: https://wiki.raptorcs.com/wiki/Blackbird (accessed on 25 October 2020).
Farhat, C.; Roux, F.X. An unconventional domain decomposition method for an efficient parallel solution of large-scale finite element systems. SIAM J. Sci. Stat. Comput. 1992, 13, 379–396. [Google Scholar] [CrossRef]
Open MPI. Available online: https://www.open-mpi.org/ (accessed on 25 October 2020).
Figure 1. Initial model geometry (a), the orientation of supports (b).
Figure 2. ANSYS-based model of a reinforced concrete slab on the soil.
Figure 3. Comparison of solution times using 16-thread Power9 computer processing units (CPUs).
Figure 4. Comparison of the HPC solution times.
Figure 5. Numerical model results: Deformation in the z-axis in 3D (a) and 2D (b).
Table 1. Material parameters of soil.
ParameterValueYoung Modulus24 × 107 PaPoisson Ratio0.35Cohesion24× 107 PaFriction Angle0.45 radDilatancy Angle0.20 rad
Table 2. Material parameters of reinforced concrete.
ParameterValueYoung Modulus27 × 107 PaPoisson Ratio0.20Open Shear Transfer Coefficient0.40Closed Shear Transfer Coefficient0.20Uniaxial Cracking Stress640 × 105 Pa Uniaxial Crushing Stress320 × 106 PaBiaxial Crushing Stress384 × 106 PaHydrostatic Pressure554 × 106 PaHydro. Biax. Crush. Stress464 × 106 PaHydro. Biax. Crack. Stress557 × 106 PaTensile Crack Factor0.6
Table 3. Computational speeds of the uFEM solution.
Number of Threads/Processes (-)Computational Time (s)Computational Time (m:s)15499:0923996:3942594:1962333:5382253:45102123:32
Table 4. Computational speeds of the high-performance computing solution.
NodesCores per NodeHPC LicensesSolution Time (h:min:s)Average Solution Time (s)Average Solution Time (h:min:s)32162560:18:590:19:080:19:0411480:19:22161280:29:420:29:510:29:5417910:29:598640:52:390:52:520:52:4731720:53:104321:41:111:41:011:41:2160611:40:322163:29:263:29:053:29:24125453:28:25186:44:126:45:136:47:03243136:44:25
Publisher’s Note: MDPI stays neutral with regard to jurisdictional claims in published maps and institutional affiliations.
© 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).
Share and Cite
MDPI and ACS Style
Brozovsky, J.; Cajka, R.; Neuwirthova, Z. Parallel Code Execution as a Tool for Enhancement of the Sustainable Design of Foundation Structures. Sustainability 2021, 13, 1145. https://doi.org/10.3390/su13031145
AMA Style
Brozovsky J, Cajka R, Neuwirthova Z. Parallel Code Execution as a Tool for Enhancement of the Sustainable Design of Foundation Structures. Sustainability. 2021; 13(3):1145. https://doi.org/10.3390/su13031145
Chicago/Turabian Style
Brozovsky, Jiri, Radim Cajka, and Zdenka Neuwirthova. 2021. "Parallel Code Execution as a Tool for Enhancement of the Sustainable Design of Foundation Structures" Sustainability 13, no. 3: 1145. https://doi.org/10.3390/su13031145
Note that from the first issue of 2016, this journal uses article numbers instead of page numbers. See further details here.
Article Metrics
No
No
Article Access Statistics
For more information on the journal statistics, click here.
Multiple requests from the same IP address are counted as one view.
|
|||||
correct_foundationPlace_00077
|
FactBench
|
2
| 76
|
https://isic-japan.org/bio/rupal-kalebere/
|
en
|
International Security Industry Council
|
[
"https://isic-japan.org/wp-content/uploads/2023/06/Website-Logo-sm.png 220w, https://isic-japan.org/wp-content/uploads/2023/06/Website-Logo-sm-18x4.png 18w, https://isic-japan.org/wp-content/uploads/2023/06/Website-Logo-sm-160x38.png 160w",
"https://isic-japan.org/wp-content/uploads/2023/06/Website-Logo-sm.png 220w, https://isic-japan.org/wp-content/uploads/2023/06/Website-Logo-sm-18x4.png 18w, https://isic-japan.org/wp-content/uploads/2023/06/Website-Logo-sm-160x38.png 160w",
"https://isic-japan.org/wp-content/uploads/2023/06/Website-Logo-sm.png",
"https://isic-japan.org/wp-content/plugins/translatepress-multilingual/assets/images/flags/en_US.png",
"https://isic-japan.org/wp-content/plugins/translatepress-multilingual/assets/images/flags/en_US.png",
"https://isic-japan.org/wp-content/plugins/translatepress-multilingual/assets/images/flags/ja.png",
"https://isic-japan.org/wp-content/plugins/translatepress-multilingual/assets/images/flags/ja.png",
"https://isic-japan.org/wp-content/uploads/2023/04/Rupal.png",
"https://isic-japan.org/wp-content/uploads/2023/04/Rupal.png",
"https://isic-japan.org/wp-content/uploads/2023/06/Website-Logo-sm.png 220w, https://isic-japan.org/wp-content/uploads/2023/06/Website-Logo-sm-18x4.png 18w, https://isic-japan.org/wp-content/uploads/2023/06/Website-Logo-sm-160x38.png 160w",
"https://isic-japan.org/wp-content/uploads/2023/06/Website-Logo-sm.png 220w, https://isic-japan.org/wp-content/uploads/2023/06/Website-Logo-sm-18x4.png 18w, https://isic-japan.org/wp-content/uploads/2023/06/Website-Logo-sm-160x38.png 160w",
"https://isic-japan.org/wp-content/uploads/2023/06/Website-Logo-sm.png",
"https://isic-japan.org/wp-content/uploads/2022/12/facebook.svg",
"https://isic-japan.org/wp-content/uploads/2022/12/facebook.svg",
"https://isic-japan.org/wp-content/uploads/2022/12/instagram.svg",
"https://isic-japan.org/wp-content/uploads/2022/12/instagram.svg",
"https://isic-japan.org/wp-content/uploads/2021/03/145812.svg",
"https://isic-japan.org/wp-content/uploads/2021/03/145812.svg",
"https://isic-japan.org/wp-content/uploads/2021/03/187209.svg",
"https://isic-japan.org/wp-content/uploads/2021/03/187209.svg",
"https://isic-japan.org/wp-content/uploads/2021/03/145807.svg",
"https://isic-japan.org/wp-content/uploads/2021/03/145807.svg",
"https://isic-japan.org/wp-content/uploads/2022/05/Bae.png 200w, https://isic-japan.org/wp-content/uploads/2022/05/Bae-16x6.png 16w, https://isic-japan.org/wp-content/uploads/2022/05/Bae-160x64.png 160w",
"https://isic-japan.org/wp-content/uploads/2022/05/Bae.png",
"https://isic-japan.org/wp-content/uploads/2023/01/Collins.png 200w, https://isic-japan.org/wp-content/uploads/2023/01/Collins-16x6.png 16w, https://isic-japan.org/wp-content/uploads/2023/01/Collins-160x64.png 160w",
"https://isic-japan.org/wp-content/uploads/2023/01/Collins.png",
"https://isic-japan.org/wp-content/uploads/2022/06/L3.png 200w, https://isic-japan.org/wp-content/uploads/2022/06/L3-16x6.png 16w, https://isic-japan.org/wp-content/uploads/2022/06/L3-160x64.png 160w",
"https://isic-japan.org/wp-content/uploads/2022/06/L3.png",
"https://isic-japan.org/wp-content/uploads/2022/12/LM.png 200w, https://isic-japan.org/wp-content/uploads/2022/12/LM-16x6.png 16w, https://isic-japan.org/wp-content/uploads/2022/12/LM-160x64.png 160w",
"https://isic-japan.org/wp-content/uploads/2022/12/LM.png",
"https://isic-japan.org/wp-content/uploads/2022/08/Pratt.png 200w, https://isic-japan.org/wp-content/uploads/2022/08/Pratt-16x6.png 16w, https://isic-japan.org/wp-content/uploads/2022/08/Pratt-160x64.png 160w",
"https://isic-japan.org/wp-content/uploads/2022/08/Pratt.png",
"https://isic-japan.org/wp-content/uploads/2023/01/Patria.png 200w, https://isic-japan.org/wp-content/uploads/2023/01/Patria-16x6.png 16w, https://isic-japan.org/wp-content/uploads/2023/01/Patria-160x64.png 160w",
"https://isic-japan.org/wp-content/uploads/2023/01/Patria.png",
"https://isic-japan.org/wp-content/uploads/2022/06/Ansys.png 200w, https://isic-japan.org/wp-content/uploads/2022/06/Ansys-16x6.png 16w, https://isic-japan.org/wp-content/uploads/2022/06/Ansys-160x64.png 160w",
"https://isic-japan.org/wp-content/uploads/2022/06/Ansys.png",
"https://isic-japan.org/wp-content/uploads/2022/05/Raytheon.png 200w, https://isic-japan.org/wp-content/uploads/2022/05/Raytheon-16x6.png 16w, https://isic-japan.org/wp-content/uploads/2022/05/Raytheon-160x64.png 160w",
"https://isic-japan.org/wp-content/uploads/2022/05/Raytheon.png",
"https://isic-japan.org/wp-content/uploads/2023/01/ST-1.png 200w, https://isic-japan.org/wp-content/uploads/2023/01/ST-1-16x6.png 16w, https://isic-japan.org/wp-content/uploads/2023/01/ST-1-160x64.png 160w",
"https://isic-japan.org/wp-content/uploads/2023/01/ST-1.png"
] |
[] |
[] |
[
""
] | null |
[] |
2023-04-18T03:12:18+00:00
|
Ms. Rupal Kalebere is an associate for the International Security Industrial Council-Japan. She brings a wealth of expertise in law and policy to the organization and is committed to strengthening the relationship between India and Japan. Rupal currently serves as a project lead at the Center of Policy Research and Governance, a think tank located […]
|
en
|
ISIC Japan - International Security Industry Council
|
https://isic-japan.org/bio/rupal-kalebere/
|
Ms. Rupal Kalebere is an associate for the International Security Industrial Council-Japan. She brings a wealth of expertise in law and policy to the organization and is committed to strengthening the relationship between India and Japan.
Rupal currently serves as a project lead at the Center of Policy Research and Governance, a think tank located in Delhi. She holds a BA LLB degree from ILS Law College and is currently pursuing her MA in Defence and Security Laws from the National Academy of Legal Studies and Research in Hyderabad. Her education has provided her with a strong foundation in legal and policy matters related to security and defence.
Previously, Ms Kalebere has completed various international courses and has researched and interned for several organizations such as Princeton University, HSE University in Moscow, Athena Model United Nations, Adhyayan Foundation for Policy Research, Vidya Bharati Akhil Bharatiya Shiksha Sanstha, The Indo-Japan Community (IJC), Sahyadri Law Academy, and Amnesty International.
Rupal is an Indo-Japan Relations enthusiast and has a deep interest in promoting bilateral cooperation between the two countries. She is passionate about fostering growth and development in the region and believes that stronger ties between India and Japan can be a catalyst for progress. To achieve this, Rupal aims to facilitate greater collaboration between the two countries in areas such as defence, security, and technology. She brings her extensive knowledge of legal and policy matters to this endeavour and is committed to developing innovative solutions to complex challenges.
|
|||||
correct_foundationPlace_00077
|
FactBench
|
1
| 54
|
https://www.mdpi.com/2075-5309/14/6/1804
|
en
|
Role of the Subgrade Reaction Modulus in the Design of Foundations for Adjacent Buildings
|
[
"https://pub.mdpi-res.com/img/design/mdpi-pub-logo-black-small1.svg?da3a8dcae975a41c?1721387811",
"https://pub.mdpi-res.com/img/design/mdpi-pub-logo-black-small1.svg?da3a8dcae975a41c?1721387811",
"https://pub.mdpi-res.com/img/journals/buildings-logo.png?8600e93ff98dbf14",
"https://www.mdpi.com/bundles/mdpisciprofileslink/img/unknown-user.png",
"https://www.mdpi.com/bundles/mdpisciprofileslink/img/unknown-user.png",
"https://www.mdpi.com/bundles/mdpisciprofileslink/img/unknown-user.png",
"https://www.mdpi.com/bundles/mdpisciprofileslink/img/unknown-user.png",
"https://www.mdpi.com/bundles/mdpisciprofileslink/img/unknown-user.png",
"https://pub.mdpi-res.com/img/design/orcid.png?0465bc3812adeb52?1721387811",
"https://www.mdpi.com/bundles/mdpisciprofileslink/img/unknown-user.png",
"https://www.mdpi.com/bundles/mdpisciprofileslink/img/unknown-user.png",
"https://www.mdpi.com/bundles/mdpisciprofileslink/img/unknown-user.png",
"https://pub.mdpi-res.com/img/design/orcid.png?0465bc3812adeb52?1721387811",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g001-550.jpg",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g001.png",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g002-550.jpg",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g002.png",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g003-550.jpg",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g003.png",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g004-550.jpg",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g004.png",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g005-550.jpg",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g005.png",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g006-550.jpg",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g006.png",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g007-550.jpg",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g007.png",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g008a-550.jpg",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g008b-550.jpg",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g008a.png",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g008b.png",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g009-550.jpg",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g009.png",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g010-550.jpg",
"https://www.mdpi.com/buildings/buildings-14-01804/article_deploy/html/images/buildings-14-01804-g010.png",
"https://pub.mdpi-res.com/img/table.png",
"https://pub.mdpi-res.com/img/table.png",
"https://pub.mdpi-res.com/img/design/mdpi-pub-logo-white-small.png?71d18e5f805839ab?1721387811"
] |
[] |
[] |
[
""
] | null |
[
"Ali Khosravifardshirazi",
"Babak Tavana",
"Akbar A. Javadi",
"Ali Johari",
"Shima Gholzom",
"Behnaz Khosravifardshirazi",
"Mohammad Akrami",
"Akbar A"
] |
2024-06-14T00:00:00
|
This paper examines the effects of soil–structure and structure–soil–structure interactions in the design of foundations for adjacent concrete buildings, which are located on soft soils. The study employs an elasto-plastic model through static (quasi-dynamic) analysis using the direct finite element method by applying earthquake loads in one time step. Two concrete buildings, one with 6 stories and another with 12 stories, were modelled and numerically analysed using ANSYS. The foundations of these two buildings were analysed separately and compared when they were assumed to be adjacent to each other. The designs of the buildings’ foundations were evaluated independently and in comparison with each other to determine the impact of these interactions. The results indicated that accounting for the effects of both interactions increases the total deformation of the foundations. Additionally, the study found that adjusting the subgrade reaction modulus values (Ks) for different sections of the foundation can be a practical method to address both interaction effects simultaneously. This method also optimizes the weight of reinforcement material (Wr) by reducing it by 15% and modifying the positions and quantities of reinforcements used and considering various subgrade reaction modulus values in foundation design.
|
en
|
MDPI
|
https://www.mdpi.com/2075-5309/14/6/1804
|
by
Ali Khosravifardshirazi
1 ,
Babak Tavana
2 ,
Akbar A. Javadi
1 ,
Ali Johari
3 ,
Shima Gholzom
4 ,
Behnaz Khosravifardshirazi
1 and
Mohammad Akrami
1,*
1
Department of Engineering, University of Exeter, Exeter EX4 4QF, UK
2
Department of Engineering, Bushehr University, Bushehr 75158-95496, Iran
3
Department of Civil and Environment Engineering, Shiraz University of Technology, Shiraz 71557-13876, Iran
4
Department of Music, Shiraz University, 5th Km of Sadra Highway, Shiraz 71987-74731, Iran
*
Author to whom correspondence should be addressed.
Buildings 2024, 14(6), 1804; https://doi.org/10.3390/buildings14061804
Submission received: 20 May 2024 / Revised: 2 June 2024 / Accepted: 6 June 2024 / Published: 14 June 2024
(This article belongs to the Special Issue Vibration Monitoring and Control of the Built Environment)
Abstract
:
This paper examines the effects of soil–structure and structure–soil–structure interactions in the design of foundations for adjacent concrete buildings, which are located on soft soils. The study employs an elasto-plastic model through static (quasi-dynamic) analysis using the direct finite element method by applying earthquake loads in one time step. Two concrete buildings, one with 6 stories and another with 12 stories, were modelled and numerically analysed using ANSYS. The foundations of these two buildings were analysed separately and compared when they were assumed to be adjacent to each other. The designs of the buildings’ foundations were evaluated independently and in comparison with each other to determine the impact of these interactions. The results indicated that accounting for the effects of both interactions increases the total deformation of the foundations. Additionally, the study found that adjusting the subgrade reaction modulus values (Ks) for different sections of the foundation can be a practical method to address both interaction effects simultaneously. This method also optimizes the weight of reinforcement material (Wr) by reducing it by 15% and modifying the positions and quantities of reinforcements used and considering various subgrade reaction modulus values in foundation design.
1. Introduction
In recent years, the reduction in suitable urban spaces and the need for large-scale housing for the growing population have led to an increase in the construction of buildings with minimal distances between them. This has resulted in the accumulation of ground stress and an increase in deformation within the foundations of adjacent buildings. Existing regulations, such as FEMA 273 [1], allow for the consideration of this effect in foundation design by adjusting the subgrade reaction modulus in 2D analysis, but it needs to be expanded and modified in terms of 3D analysis [2]. Additionally, the interaction between buildings has the potential to impact foundation performance. Moreover, soil–structure interaction (SSI) is influenced by the flexibility of the soil below the foundation and the relative vibrations between the foundation and the free surface. By accounting for these effects, it is possible to determine the inertial forces and actual displacements of a structure under seismic ground motion or quasi-dynamic loads [3].
Traditionally, the effects of soil deformability are neglected even if the motion of the foundation differs from the free-field ground motion [4]. Wong et al. [4] and Luco et al. [5] investigated dynamic structure–soil–structure interaction (SSSI) between two shear walls placed on rigid foundations subjected to SH waves. They demonstrated that structures with high frequencies positioned near each other have minimal mutual influence, whereas structures with lower frequencies can exert significant effects on one another [5,6]. As the number of structures increases, the maximum displacement experiences an increase due to SSSI effects. This depends on the frequencies of the structures that are relatively close, and their masses are larger compared to the foundation area, thereby magnifying interaction effects [6]. However, these effects were previously neglected in a study [7] when Young’s modulus exceeded 6.9 × 106 kPa. Various types of soil were analysed to consider SSSI effects, including sandy and soft soils [8]. These types of soil amplify seismic wave interactions with soil–structure systems. In most studies, maximum principal stresses were observed on the contact surface between the soil and the foundation beneath the columns, whereas minimum stress values appeared at the centre of the foundations [9]. Çelebi et al. [10] observed a noticeable change in the seismic response of structures with only a few stories when SSI effects were disregarded in loose soil. Furthermore, there is a significant discrepancy between analyses using linear soil behaviour and a nonlinear elasto-plastic Mohr–Coulomb soil behaviour.
Cayci et al. [11] indicated that linear models may provide inaccurate estimates of soil behaviour when subjected to seismic loads. The influence of neighbouring buildings can be particularly strong for embedded foundations, leading to reduced responses at the top of the buildings [12]. Alexander et al. [13] demonstrated that the effect of an earthquake is often transferred from a taller new building to a shorter, older one. Buildings with higher aspect ratios (tall and narrow) are more susceptible to failure on medium and dense soils, while buildings with very small aspect ratios (short and wide) are at higher risk on loose soils in terms of SSSI effects. When there is a significant difference in height (ε > 1.5, where ε is the relation between the height of a taller building to a shorter one) between buildings, maximum building displacement occurs, and it may increase due to earthquake effects transmitted from taller buildings to shorter ones [14].
Some researchers have explored these effects in the context of three or more buildings [4,6,15,16,17], demonstrating that these effects are more pronounced compared to situations with only two adjacent buildings. Aldaikh et al. [16] revealed that SSSI effects are more severe when buildings are in close proximity, and these effects can be considered negligible when the spacing between buildings is more than 2.5 times the foundation width [15]. Li and Liu [17] noted that SSSI effects become significant when the spacing between adjacent buildings is less than 9 m (or 0.3 × B). SSSI effects should also be taken into account in seismic designs [18]. Aldaikh et al. [15] emphasized that the height of structures plays a significant role in terms of SSSI effects under seismic loads. Ignoring SSI and SSSI effects may lead to erroneous estimations of seismic capacity and drift parameters, as SSI effects increase drift parameters while reducing seismic capacity [19]. Pile foundations could be a reliable strategy for mitigating these effects [18]. Furthermore, SSSI effects increase the maximum drift in adjacent buildings, but when the spacing between buildings is larger and the columns are made of stone, the maximum drift is reduced [20].
The effects of soil–structure interaction can be considered using both direct and substructure methods. In the direct method, the structure and the soil are modelled simultaneously and analysed together, allowing for the consideration of nonlinear soil behaviour [21,22,23]. The substructure method consists of dividing the two sub-systems that are analysed separately, and the results are combined in the final analysis stage by assuming linear behaviours.
There is currently a gap in using both SSI and SSSI effects on foundation design in engineering projects [24]. The integration and application of both soil–structure interaction (SSI) and structure–soil–structure interaction (SSSI) effects within the realm of structural and geotechnical engineering have been considered in this study. This paper introduces a methodology that utilizes diverse subgrade reaction modulus values, as outlined in the provided formulation and table, to account for and apply these effects in the analysis and design process. This approach represents a step forward in bridging the gap between structural and geotechnical considerations, ensuring a more holistic and accurate assessment of the interaction between buildings and their underlying soft soil.
2. Materials and Methods
Three different plans were assessed to achieve the required results, each proposing varying locations for the shear walls. All structures were analysed to obtain the optimum locations of the shear walls via SAP 2000 and ETABS 9.2 software (Computers and Structures, INC., New York, NY, USA) (see Figure 1).
The structural models of the buildings presented in this article are described below.
Two buildings A1 and A2 were considered, each with the same plan dimensions of 18 m × 12 m (Figure 1a). A1 had a height of 36 m (12-story), while A2 had a height of 18 m (6 storeys), creating a significant height difference (ε > 1.5, ε is representative of the proportion of building heights) [13]. The irregular distribution of mass and stiffness components in building plans introduces complexities in how these structures interact with the underlying soil. This asymmetry amplifies the sensitive behaviour of the buildings under varying loads and environmental conditions. The significance lies in its potential to significantly alter deformation patterns and load transfer mechanisms, consequently impacting the accuracy of SSI and SSSI analyses. A concrete elasticity modulus E = 25.2 GPa and Poisson’s ratio υ = 0.2 were assumed for both structures. To model the beams and columns of the buildings, a three-dimensional element (BEAM 4) with six degrees of freedom at each node (three for translational movements and three for rotational movements) was employed. The slabs were modelled using a four-node element (SHELL 181), where each node also possessed six degrees of freedom. The SHELL 181 element was also used to model the shear walls [2].
The foundation model for both buildings had dimensions of 13 m × 19 m × 1 m. The modulus of elasticity (E) and Poisson’s ratio (υ) values are presented in Table 1 for both foundations. To represent the foundation elements, a three-dimensional eight-node SOLID 45 element was utilized, with each node having three degrees of freedom. Furthermore, a four-node contact element (CONTA 173) was employed to model the interface between the foundation and the soil. The following properties in Table 1 were attributed to the contacting elements. These properties correspond to the coefficient of friction (MU: representing the frictional ratio between contact surfaces), normal stiffness (FKN: indicating the normal stiffness of the contact interface), cohesive strength (COHE: defining adhesive forces between the contact surfaces), and maximum shear stress (TAUMAX: representing the maximum allowable shear stress at the contact interface), respectively [25].
A 2D soil domain (plan dimensions: 28 m × 34 m and height: 20 m) was considered for the analysis of buildings. The chosen dimensions aim to capture the influence of nearby soil conditions, neighbouring structures, or geological features that could impact the building’s behaviour [26]. SOLID 45 element was employed to model the soil. The modulus of elasticity for the soils (E) and the Poisson ratio (υ) values are shown in Table 1. The Drucker–Prager model with an internal friction angle (φ), cohesion (c), and dilation angle (Ψ) was used for soil plasticity. The use of negative dilation angles in soil material modelling allows for the accurate representation of specific soil behaviour, especially those associated with contraction tendencies or minimal lateral strain during shearing, providing a more realistic depiction of soil behaviour in geotechnical analyses [27].
The selection of specific building dimensions and heights (12-storey building (A1) and 6-storey building (A2)) allows for the examination of a substantial height difference (ε > 1.5). This deliberate difference aids in analysing the impact of varied building heights on structural behaviour and soil–structure interaction. The assumptions of concrete properties (elasticity modulus E = 25.2 GPa and Poisson’s ratio υ = 0.2) for both structures ensure consistency in material behaviour across the models. These values are often standard and representative of typical concrete properties used in construction [28,29]. The choice of three-dimensional elements (BEAM 4, SHELL 181, and SOLID 45) with specified degrees of freedom provides an appropriate level of detail and accuracy in modelling the structural components (beams, columns, slabs, and shear walls) and the foundation. These elements offer the necessary complexity to capture realistic behaviour and interactions within the structural system. The foundation’s dimensions and material properties (elasticity modulus E = 25.2 GPa and Poisson’s ratio υ = 0.2) mirror the properties assumed for the building materials [30]. This consistency ensures compatibility between the structural elements and their supports. The soil area dimensions and properties are chosen to encapsulate a substantial area around the buildings, allowing for an accurate representation of the soil–structure interaction. The selection of the SOLID 45 element for soil modelling, along with the Drucker–Prager model for soil plasticity, enables the simulation of realistic soil behaviour under varying loads and conditions [27,31]. The structural discretization was performed using the automatic meshing procedure in ANSYS to create a comprehensive model. To ensure accuracy, a grid sensitivity analysis was conducted, generating five different meshes ranging from 175,352 to 1,649,803 cells for the initial design within ANSYS Meshing software (version 11, Ansys, Inc., Canonsburg, PA, USA). It was observed that the standard deviation of the base support reactions stabilized at approximately 0.82% for the configuration containing 1,123,492 cells. Consequently, this mesh density was selected for subsequent finite element method (FEM) analyses.
In foundation design incorporating structure–soil–structure interaction (SSSI), key boundary conditions encompass structural elements’ loads, fixity, and rigidity, while soil aspects include properties like elasticity, shear strength, and interface characterization. These conditions focus on ensuring compatibility between structural and soil deformations, accounting for the effects in seismic areas, and employing accurate finite element analysis (FEA) parameters [32,33]. These considerations underpin a holistic approach to accurately model SSSI, ensuring realistic simulations and enhancing the reliability of foundation design. Flexibility impacts how the structure responds to external loads and how this response interacts with the soil. It influences the extent of settlements, rotations, and differential movements in the foundation, crucial aspects of SSSI. Utilizing advanced structural analysis software (ANSYS) that is capable of accurately modelling various structural elements and soil–structure interaction phenomena would be a method for considering flexibility [34,35].
In the first step, the shorter structure (A2) (comprising beams, columns, shear walls, and slabs) with plan dimensions of 18 m × 12 m and a height of 18 m (6 storeys) was independently modelled. It was analysed in ANSYS, and subsequently, its foundation was designed using SAFE geotechnical software (version 8.0.6, Computers and Structures, INC., New York, NY, USA), with the weight of the reinforcement used calculated (further details will be provided later). In the second step, the structure’s foundation was incorporated into the previous model within ANSYS. Following that, the soil and the contact surface between the soil and the foundation were modelled. In the final step, various load combinations were applied to the structure, and the model was analysed.
To model the taller structure (A1), with plan dimensions of 18 m × 12 m and a height of 36 m (12 storey), all steps pertaining to the analysis of the first structure were repeated. After independently modelling the first and second structures and assessing the total deformation associated with the foundation of each structure, both buildings were modelled side by side, with the distance between the two foundations assumed to be zero (i.e., the two foundations are in contact) to account for the most severe effects [17].
To validate a conceptual design in ANSYS software, the buildings were initially modelled and designed using structural software (ETABS). Subsequently, the sections of beams, columns, and shear walls were modelled in ANSYS software. A comparison was made between the results of the building analysis in ANSYS and ETABS software, with the same loads applied to validate the modelling processes in ANSYS [2]. The reaction results for A2, represented in terms of moment Mx along the foundation’s width under earthquake load, are presented in Figure 2 for both ETABS and ANSYS software.
To account for the interaction between adjacent buildings with SSSI effects, both buildings were concurrently modelled in ANSYS. The model was then subjected to various loads, such as gravity loads (comprising dead load and live load) and earthquake loads in the X direction (parallel to the foundation width) and Y direction (parallel to the foundation length). Subsequently, both building foundations were modelled in SAFE for foundation design.
In the first step of foundation design, the foundations were analysed with the same subgrade reaction modulus (Ks). In the second step, they were analysed with different values of subgrade reaction modulus for various sections of the foundations, and the quantities of reinforcement used were calculated for both steps. The variation in Ks values for foundation design was necessary to account for SSI and SSSI effects [2]. The results of the analysis of foundations with SSSI (employing different Ks values) and without SSSI effects (using a single Ks value) were then compared [36].
3. Results and Discussion
By combining the gravity loads (dead load and live load) with seismic loads as the inertia loads in both the X and Y directions (seismic loads applied with a coefficient of 0.1 g (0.981 m/s2) as quasi-dynamic loads in one step time), deformations were obtained for both A2 and A1, both without SSSI effects (analysed separately) and with SSSI effects (when adjacent to each other). Figure 3 illustrates the total deformation in the Z direction for both A2 and A1 (with the Z-axis representing the vertical direction). These results include the effects of the soil–structure interaction (SSI) and structure–soil–structure interaction (SSSI) resulting from the combination of gravitational loads and seismic loads in both the X and Y directions. SMN represents the maximum stress, SMX indicates the minimum stress values (negative in the direction of applied forces), and DMX denotes the maximum displacement. In both the gravity load combination and earthquake load combination along the X direction, both buildings displayed a noticeable inclination towards each other. This discernible deviation was more accentuated and visible in Figure 3b. The structural response during seismic loading resulted in a more pronounced convergence of the buildings towards each other along the X-axis. This convergence indicates a significant interaction between the buildings, suggesting increased vulnerability under seismic forces compared to gravitational loads. The observed inclination during the seismic scenario along the X direction underscores the importance of thoroughly assessing structural behaviour, especially under dynamic forces, highlighting the necessity of designing structures for extreme loading conditions. However, there was no leaning between the buildings in terms of earthquake forces along the Y direction, as depicted in Figure 3c.
The positions of the maximum total deformation contours vary significantly between the two buildings across all load combinations. The maximum deformation occurred within the taller building (A1) in the gravity load combination. In the case of the shorter building (A2), this occurred during the earthquake load combination in the direction of the width of the foundations. Figure 4 displays the deformation of the foundations for both A2 and A1 in the Z direction, considering interactions resulting from the three load combinations. It is evident that the maximum deformations are in the zone between the foundations and in one of the building corners, with the specific location depending on the load combination directions. Therefore, the adjacent taller building exerts a greater influence on the shorter building when an earthquake load combination in the X-axis is considered (as depicted in Figure 4b).
Figure 5 illustrates the deformation of the foundations for A2 and A1 in the Z direction, analysed separately without structure–soil–structure interaction (SSSI) effects, due to the combination of gravitational loads. The maximum total deformation is lower in A2 when analysed without SSSI effects (Figure 5b almost 0.029 m) compared to when SSSI effects are considered (Figure 4a: almost 0.038 m). Conversely, the difference in the total deformation for A1 with and without SSSI effects is not significantly different (Figure 4a and Figure 5a: almost 0.037 m). In fact, the settlement of the taller building (A1) had a greater effect on the settlement of the shorter building (A2) when SSSI effects were considered. These impacts have also changed the area of overall deformations occurring on the foundations. Soil–structure interactions relate to the influence of soil characteristics beneath a structure on its seismic performance. The flexibility of the building’s foundation and its interaction with the neighbouring soil are key factors in shaping the building’s reaction during earthquakes. To adequately address soil–structure interaction effects, it is imperative to consider the flexibility of both the structure and the soil in the analysis [37].
It is worth noting that the concentration of total deformations is primarily in the middle of the foundations when SSSI effects are disregarded. Figure 6 illustrates the deformation of the foundation of A1 without SSSI effects, using SAFE software, and with SSSI effects, using both ANSYS and SAFE software, due to the combination of gravitational loads. The difference between foundational deformations in terms of gravitational loads for A1 in Figure 6a–c is evident. By adjusting the values of the subgrade reaction modulus in foundation design to account for SSSI effects, the foundation’s deformation in Figure 6a converts into Figure 6c, resembling Figure 6b, which represents foundation deformations with SSSI effects. This shows that by changing the values of the subgrade reaction modulus, it is possible to apply SSSI effects in foundation design.
The maximum total deformation of the A1 foundation without SSSI effects, induced by the gravitational load, is situated on the right side of the building in the X-axis. However, it shifts to the left side of the foundation when influenced by the presence of A2. In fact, the maximum total deformation in the A1 foundation occurs in the corner of the foundation near the length of the other foundation without the SSSI effect (top right). Conversely, it is on the opposite side when considering the SSSI effect (top left). The total deformation with SSSI effects is 12 cm greater than that occurring in the case without SSSI effects in A1.
Figure 6a shows the foundation deformation of A1 by considering the same Ks for all elements of the foundation, while Figure 6c shows it by considering the different values of Ks for each element of the foundation, paying attention to the deformation and pattern of deformation shown in Figure 6b, which is related to foundation deformations that consider SSSI effects. Figure 7 illustrates the total deformation of the A2 foundation under the influence of gravitational loads, showing three scenarios: (a) without SSSI effects, with structure–soil–structure interactions analysed (b) in ANSYS software, and (c) in SAFE software by varying values for Ks to account for SSSI effects. By adjusting the subgrade reaction modulus values beneath the foundation, one can manipulate the foundation’s deformation to achieve the desired results, taking into account SSSI effects in direct finite element modelling. With SSSI effects considered, the maximum deformation occurs on the left side (in the X-axis) of the A2 foundation, whereas without SSSI effects, it is located on the top left side. The maximum total deformation value decreases by 11 cm when SSSI effects are not applied. The differential settlements of A1 cause A2 to incline towards A1.
Figure 8 illustrates the deformation of the foundation of A1 under the influence of SSSI effects, considering the combination of gravitational and earthquake loads in the X direction using ANSYS and SAFE software (ANSYS software for analysing the structure and foundation and SAFE software for designing the foundation). It is evident that maximum deformation occurs on the right side of the foundation, adjacent to the other building’s foundation. In the context of this load combination, both buildings incline towards each other.
Finally, Figure 9 shows the total deformation of the A2 foundation when subjected to a combination of gravitational and earthquake loads in the X direction, accounting for SSSI effects. The maximum deformation occurs in the areas of the foundations adjacent to each other, specifically on the right side of the A1 foundation and the left side of the A2 foundation, demonstrating that A2 tends to incline towards A1.
The magnitude and location of the maximum deformation change due to SSSI effects are shown above. These effects have led to a reduction between 10% and 15% in the weight of the reinforcement used (Wr) in the foundation’s design.
There have been several studies focusing on the utilization of varying values of the subgrade reaction modulus to account for soil–structure interaction effects in foundation design [1,2,23,24]. Employing different values for the subgrade reaction modulus in foundation design allows for the incorporation of SSI and SSSI effects, providing convenient tools for civil engineers in their simulations. For example, Equations (1) and (2), Table 2, and Figure 10 demonstrate a strong agreement with our results [1,2]:
K S N e w = a × b × K S k N / m 3
(1)
where a denotes the coefficient of the storey, and b denotes the coefficient of different zones for a foundation, and they are calculated using Equation (2), Figure 10, and Table 2, respectively, with ‘n’ representing the number of storeys [2].
a = 0.25 3 n + 3 b y a = 0.30 3 n + 3
(2)
4. Conclusions
This research investigated the pivotal role of varied subgrade reaction modulus values in the foundation design of concrete buildings which are situated on soft soil with low bearing capacities, particularly within the context of structure–soil–structure interaction (SSSI). The comprehensive analysis revealed several significant findings:
(1)
The mutual influence of adjacent buildings due to SSSI effects was evident, notably with the taller building (A1) exerting a more pronounced impact on the shorter one (A2), especially concerning their adjacent foundations.
(2)
SSSI effects resulted in an increase in the maximum total deformation within adjacent buildings, accompanied by a shifting position with respect to the total maximum deformation in the foundations.
(3)
The practicality of employing diverse subgrade reaction modulus values (Ks) for individual foundation elements emerged as an effective strategy for civil engineers to effectively address SSI and SSSI effects in foundation design.
(4)
Implementing this method to integrate SSSI effects in foundation design showcased optimization benefits, notably reducing the required reinforcement weight (Wr) by approximately 10% to 15%. Furthermore, it necessitated adjustments in reinforcement positions within each foundation’s design.
The variation in subgrade reaction modulus values emerged as a pivotal aspect in mitigating SSI and SSSI effects in foundation design when the foundations are placed on soft soils, while the SSSI effects may indeed provide additional stability benefits for buildings on stiff or very stiff soils. Neglecting these effects could significantly impact building displacements, particularly under seismic loads. Future studies could delve into exploring soil parameter uncertainties by considering them as random variables. This approach could be combined with investigating SSI (soil–structure interaction) and SSSI (structure–soil–structure interaction) effects across diverse soil depths and various types of structures. These studies should encompass a range of construction materials, including wooden and steel structures. Additionally, further research could examine how different environmental conditions and loading scenarios influence the interaction between the soil and structures, ultimately leading to more resilient and adaptable foundation designs.
Author Contributions
Conceptualisation, A.J., A.A.J., A.K. and B.T.; methodology, A.J., A.A.J., A.K. and B.T.; software, B.T. and A.K.; validation, B.T., A.J., A.A.J., A.K., B.K. and M.A.; formal analysis, B.T. and A.K.; investigation, B.T., S.G. and A.K.; resources, A.K. and B.K.; data curation, A.J.; writing original draft preparation, B.T., A.J., A.K. and S.G.; writing—review and editing, A.A.J., A.K., S.G., B.K. and M.A.; visualisation, A.J.; supervision, A.J., A.A.J. and M.A.; project administration, A.J. All authors have read and agreed to the published version of the manuscript.
Funding
This research received no external funding.
Data Availability Statement
This is available upon request.
Conflicts of Interest
The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.
References
Building Seismic Safety Council. NEHRP Guidelines for the Seismic Rehabilitation of Buildings; FEMA-273; Federal Emergency Management Agency: Washington, DC, USA, 1997; pp. 2–12. [Google Scholar]
Khosravifardshirazi, A.; Johari, A.; Javadi, A.A.; Khanjanpour, M.H.; Khosravifardshirazi, B.; Akrami, M. Role of Subgrade Reaction. Buildings 2022, 12, 540. [Google Scholar] [CrossRef]
Di Marzo, M.; Tomassi, A.; Placidi, L. A Methodology for Structural Damage Detection Adding Masses. Res. Nondestruct. Eval. 2024, 35, 172–196. [Google Scholar] [CrossRef]
Wong, H.; Trifunac, M. Two-dimensional, antiplane, building-soil-building interaction for two or more buildings and for incident planet SH waves. Bull. Seismol. Soc. Am. 1975, 65, 1863–1885. [Google Scholar]
Luco, J.E.; Contesse, L. Dynamic structure-soil-structure interaction. Bull. Seismol. Soc. Am. 1973, 63, 1289–1303. [Google Scholar] [CrossRef]
Kobori, T.; Minai, R.; Kusakabe, K. Dynamical characteristics of soil-structure cross-interaction system, I. Bull. Disaster Prev. Res. Inst. 1973, 22, 111–151. [Google Scholar] [CrossRef]
Lee, T.; Wesley, D. Soil-structure interaction of nuclear reactor structures considering through-soil coupling between adjacent structures. Nucl. Eng. Des. 1973, 24, 374–387. [Google Scholar] [CrossRef]
Khosravikia, F.; Mahsuli, M.; Ghannad, M.A. The effect of soil–structure interaction on the seismic risk to buildings. Bull. Earthq. Eng. 2018, 16, 3653–3673. [Google Scholar] [CrossRef]
Matinmanesh, H.; Asheghabadi, M.S. Seismic analysis on soil-structure interaction of buildings over sandy soil. Procedia Eng. 2011, 14, 1737–1743. [Google Scholar] [CrossRef]
Çelebi, E.; Göktepe, F.; Karahan, N. Non-linear finite element analysis for prediction of seismic response of buildings considering soil-structure interaction. Nat. Hazards Earth Syst. Sci. 2012, 12, 3495–3505. [Google Scholar] [CrossRef]
Cayci, B.T.; Inel, M.; Ozer, E. Effect of Soil–Structure Interaction on Seismic Behavior of Mid-and Low-Rise Buildings. Int. J. Geomech. 2021, 21, 04021009. [Google Scholar] [CrossRef]
Clouteau, D.; Broc, D.; Devésa, G.; Guyonvarh, V.; Massin, P. Calculation methods of Structure–Soil–Structure Interaction (3SI) for embedded buildings: Application to NUPEC tests. Soil Dyn. Earthq. Eng. 2012, 32, 129–142. [Google Scholar] [CrossRef]
Alexander, N.; Ibraim, E.; Aldaikh, H. A simple discrete model for interaction of adjacent buildings during earthquakes. Comput. Struct. 2013, 124, 1–10. [Google Scholar] [CrossRef]
Vicencio, F.; Alexander, N.A. Dynamic interaction between adjacent buildings through non-linear soil during earthquakes. Soil Dyn. Earthq. Eng. 2018, 108, 130–141. [Google Scholar] [CrossRef]
Aldaikh, H.; Alexander, N.A.; Ibraim, E.; Oddbjornsson, O. Two dimensional numerical and experimental models for the study of structure–soil–structure interaction involving three buildings. Comput. Struct. 2015, 150, 79–91. [Google Scholar] [CrossRef]
Aldaikh, H.; Alexander, N.A.; Ibraim, E.; Knappett, J. Shake table testing of the dynamic interaction between two and three adjacent buildings (SSSI). Soil Dyn. Earthq. Eng. 2016, 89, 219–232. [Google Scholar] [CrossRef]
Gan, J.; Li, P.; Liu, Q. Study on Dynamic Structure-Soil-Structure Interaction of Three Adjacent Tall Buildings Subjected to Seismic Loading. Sustainability 2020, 12, 336. [Google Scholar] [CrossRef]
Scarfone, R.; Morigi, M.; Conti, R. Assessment of dynamic soil-structure interaction effects for tall buildings: A 3D numerical approach. Soil Dyn. Earthq. Eng. 2020, 128, 105864. [Google Scholar] [CrossRef]
Shakib, H.; Homaei, F. Probabilistic seismic performance assessment of the soil-structure interaction effect on seismic response of mid-rise setback steel buildings. Bull. Earthq. Eng. 2017, 15, 2827–2851. [Google Scholar] [CrossRef]
Cilsalar, H.; Cadir, C.C. Seismic performance evaluation of adjacent buildings with consideration of improved soil conditions. Soil Dyn. Earthq. Eng. 2021, 140, 106464. [Google Scholar] [CrossRef]
AlKhayat, A.; Hassan, T.; Ahmed, S.M.; Moustafa, A. Effect of Soil Structure Interaction on the Design of Tall Concrete Buildings. In Geo-Congress; American Society of Civil Engineers: Reston, VA, USA, 2023; pp. 312–322. [Google Scholar]
Sallam, A.M.; Jammal, S.E. Settlement-control piles to optimize the mat foundation of a high-rise building in Downtown Orlando. In Art of Foundation Engineering Practice; American Society of Civil Engineers: Reston, VA, USA, 2010; pp. 605–619. [Google Scholar]
Far, H. Advanced computation methods for soil-structure interaction analysis of structures resting on soft soils. Int. J. Geotech. Eng. 2019, 13, 352–359. [Google Scholar] [CrossRef]
Wang, J.; Guo, T.; Du, Z. Experimental and numerical study on the influence of dynamic structure-soil-structure interaction on the responses of two adjacent idealized structural systems. J. Build. Eng. 2022, 52, 104454. [Google Scholar] [CrossRef]
Popov, V.L. Contact Mechanics and Friction; Springer: Berlin/Heidelberg, Germany, 2010. [Google Scholar]
Kramer, S.L. Geotechnical Earthquake Engineering; Pearson Education: Delhi, India, 1996. [Google Scholar]
Das, B.M. Principles of Geotechnical Engineering; Cengage Learning: Belmont, CA, USA, 2021. [Google Scholar]
ACI Committee. Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary; American Concrete Institute: Farmington Hills, MI, USA, 2008. [Google Scholar]
Neville, A.; Adam, M. Properties of Concrete; Pearson: London, UK, 2011. [Google Scholar]
Bowles, J.E. Foundation Analysis and Design; McGraw Hill: New York, NY, USA, 1988. [Google Scholar]
Lambe, T.; Whitman, R. Soil Mechanics; Wiley: New York, NY, USA, 1979. [Google Scholar]
Zienkiewicz, O.C.; Taylor, R.L.; Zhu, J.Z. The Finite Element Method: Its Basis and Fundamentals; Elsevier: Amsterdam, The Netherlands, 2005. [Google Scholar]
Bathe, K.-J. Finite Element Procedures; Massachusetts Institute of Technology: Cambridge, MA, USA, 2006. [Google Scholar]
Callisto, L.; Rampello, S.; Viggiani, G.M. Soil–structure interaction for the seismic design of the Messina Strait Bridge. Soil Dyn. Earthq. Eng. 2013, 52, 103–115. [Google Scholar] [CrossRef]
Peck, R.B.; Hanson, W.E.; Thornburn, T.H. Foundation Engineering; John Wiley & Sons: Hoboken, NJ, USA, 1991. [Google Scholar]
Forcellini, D. A Novel Framework to Assess Soil Structure Interaction (SSI) Effects with Equivalent Fixed-Based Models. Appl. Sci. 2021, 11, 10472. [Google Scholar] [CrossRef]
Forcellini, D. Seismic fragility of tall buildings considering soil structure interaction (SSI) effects. In Structures; Elsevier: Amsterdam, The Netherlands, 2022. [Google Scholar]
Figure 1. Three building design plans with different shear wall locations used in this research in (a) spans 5 m and 5 m, (b) spans 5 m and 6 m, (c) spans 4 m and 6 m.
Figure 2. Comparison of X-directional moment values for A2 in (a) ETABS and (b) ANSYS software.
Figure 3. Total deformation of both buildings adjacent to each other in ANSYS software considering SSI and SSSI effects at the same time: (a) with gravity load combinations; (b) with earthquake load combinations in the X-axis; (c) with earthquake load combinations in the Y-axis (red contours represent the minimum deformation values, while the dark blue contours represent the maximum values, MN refers to minimum deformation in Z–direction).
Figure 4. Total deformations of two adjacent building foundations in ANSYS considering SSI and SSSI effects: (a) with gravity load combinations; (b) with earthquake load combinations in the X-axis; (c) with earthquake load combinations in the Y-axis (MX refers to maximum and MN refers to minimum deformations in Z−direction).
Figure 5. Total deformation of building’s foundation in ANSYS without considering SSSI effects with gravity load combinations: (a) 12-storey building (A1); (b) 6-storey building (A2).
Figure 6. Total deformation of A1 foundation with gravity loads combination: (a) without SSSI effects; (b) with SSSI effects; (c) with SSSI effects and applying different Ks.
Figure 7. Total deformation of the A2 foundation with gravity load combination: (a) without SSSI effects; (b) with SSSI effects; (c) with SSSI effects and applying different Ks.
Figure 8. Total deformation of the A1 foundation with combinations of gravitational and earthquake loads in the X-axis: (a) with SSSI effects; (b) with SSSI effects and applying different Ks.
Figure 9. Total deformation of the A2 foundation with gravitational and earthquake load combinations in the X-axis with SSSI effects.
Figure 10. Different zones of A foundation for calculating B coefficient [2].
Table 1. Foundation, soil, and contact element properties.
FoundationE = 25.2 GPaυ = 0.2SoilE = 0.02 GPaυ = 0.3φ = 30°c = 20 kPaΨ = −5°CONTA173MU = 0.35FKN = 3 × 104 KN/m3COHE = 10 KpaTAUMAX = 7.06 × 10−3
Table 2. Values of the b coefficient in Equation (1) based on different zones in Figure 10 [2].
Position Based on Figure 10Values of B CoefficientA10.18–0.23A20.20–0.35A30.30–0.40A40.75–1.00
Disclaimer/Publisher’s Note: The statements, opinions and data contained in all publications are solely those of the individual author(s) and contributor(s) and not of MDPI and/or the editor(s). MDPI and/or the editor(s) disclaim responsibility for any injury to people or property resulting from any ideas, methods, instructions or products referred to in the content.
© 2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
Share and Cite
MDPI and ACS Style
Khosravifardshirazi, A.; Tavana, B.; Javadi, A.A.; Johari, A.; Gholzom, S.; Khosravifardshirazi, B.; Akrami, M. Role of the Subgrade Reaction Modulus in the Design of Foundations for Adjacent Buildings. Buildings 2024, 14, 1804. https://doi.org/10.3390/buildings14061804
AMA Style
Khosravifardshirazi A, Tavana B, Javadi AA, Johari A, Gholzom S, Khosravifardshirazi B, Akrami M. Role of the Subgrade Reaction Modulus in the Design of Foundations for Adjacent Buildings. Buildings. 2024; 14(6):1804. https://doi.org/10.3390/buildings14061804
Chicago/Turabian Style
Khosravifardshirazi, Ali, Babak Tavana, Akbar A. Javadi, Ali Johari, Shima Gholzom, Behnaz Khosravifardshirazi, and Mohammad Akrami. 2024. "Role of the Subgrade Reaction Modulus in the Design of Foundations for Adjacent Buildings" Buildings 14, no. 6: 1804. https://doi.org/10.3390/buildings14061804
Note that from the first issue of 2016, this journal uses article numbers instead of page numbers. See further details here.
Article Metrics
No
No
Article Access Statistics
For more information on the journal statistics, click here.
Multiple requests from the same IP address are counted as one view.
|
|||||
correct_foundationPlace_00077
|
FactBench
|
2
| 56
|
https://www.slideshare.net/slideshow/ansyspptx/261734587
|
en
|
ANSYS.pptx
|
[
"https://public.slidesharecdn.com/images/next/logo-slideshare-scribd-company.svg?w=128&q=75 1x, https://public.slidesharecdn.com/images/next/logo-slideshare-scribd-company.svg?w=256&q=75 2x",
"https://image.slidesharecdn.com/ansys-231004035746-26e8cd90/85/ANSYS-pptx-1-320.jpg 320w, https://image.slidesharecdn.com/ansys-231004035746-26e8cd90/85/ANSYS-pptx-1-638.jpg 638w, https://image.slidesharecdn.com/ansys-231004035746-26e8cd90/75/ANSYS-pptx-1-2048.jpg 2048w"
] |
[] |
[] |
[
""
] | null |
[] |
2023-10-04T03:57:46+00:00
|
ANSYS.pptx - Download as a PDF or view online for free
|
en
|
https://public.slidesharecdn.com/_next/static/media/favicon.7bc3d920.ico
|
SlideShare
|
https://www.slideshare.net/slideshow/ansyspptx/261734587
|
2. • Ansys, Inc. is an American multinational company with its headquarters based in Canonsburg, Pennsylvania. It develops and markets CAE/multiphysics engineering simulation software for product design
3. Introduction • Welcome to the ANSYS Workbench introductory training course! • This training course covers the basics of using Simulation in performing structural and thermal analyses. • There are some differences in ANSYS APDL and ANSYS Workbench. • User interface of Workbench is much easier than APDL.
4. Course Objectives • To teach the basics of using Simulation in the following areas: • General understanding of the user interface, as related to geometry-------- • import, meshing, application of loads and supports, and post-processing. • Procedure for performing FEA simulations, including linear static, modal, and Heat analyses.
5. About ANSYS ANSYS, Inc. • Developer of ANSYS family of products • Global Headquarters in Canonsburg, PA - USA (south of Pittsburgh) • Development and sales offices in U.S. and around the world • Publicly traded on NASDAQ stock exchange under “ANSS”
6. • Ansys Workbench: where better decisions are made • The real world happens all at once. To validate your design ideas, you need tests that provide real-world scenarios. And in the real world, physics doesn’t take turns. The Ansys Workbench platform lets you integrate data across engineering simulations to create more accurate models more efficiently. • Ansys Workbench makes it easier to make more informed design choices by coordinating all your simulation data in one place.
7. About ANSYS Workbench • What is ANSYS Workbench? • ANSYS Workbench is a new-generation solution from ANSYS that provides powerful methods for interacting with the ANSYS solver functionality. This environment provides a unique integration with CAD systems, and your design process, enabling the best CAE results.
8. DesignModeler FE Modeler CFX-Mesh Simulation DesignXplorer (VT) ANSYS Workbench
9. Analysis types in Workbench • Analysis types available in Simulation:† • Linear Stress: • Determines deflections, stresses, factors of safety, etc. based on standard strength of materials concepts under static loading
10. • Modal: • Determines natural frequencies of a system (free vibration), including the effects of loading on a pre- stressed structure.
11. • Heat Transfer: • Steady-state thermal analyses to solve for temperature field and heat flux. Temperature- dependent conductivity and convection allowed. Thermal-stress analysis supported as well.
12. • Harmonic: • Determines structural response of system under sinusoidal excitation as a function of frequency.
13. • Linear Buckling: • Determines failure load or safety factor for buckling and its buckling mode shapes. • Shape Optimization: • Indicates areas of possible volume reduction based on load paths through the part using Topological Optimization technology. • Nonlinear Structural: • Calculates deflections and stresses of system under static loading, accounting for large deflection effects, plasticity, and contact nonlinearities.
14. Types of licenses • Types of licenses available for Simulation: • ANSYS DesignSpace Entra • All DesignSpace capabilities but for parts only. • ANSYS DesignSpace • Structural capabilities are linear static, modal, and buckling analyses of assemblies. Thermal and shape optimization included. • ANSYS Professional • Linear structural (including harmonic) and thermal analyses • ANSYS Structural • All structural capabilities, including linear and nonlinear • ANSYS Mechanical (including ANSYS Multiphysics) • All structural and thermal capabilities • (Other ANSYS licenses are supported for meshing only)
15. Getting started • After starting ANSYS workbench •Analysis System which includes different Types of analysis like static structural, modal
16. Select required system • Static structural analysis •Sequence of operations like engineering Data means material properties, geometry
17. Material properties
18. Geometry • There are two options for geometry 1. Create geometry in ANSYS Design modeler 2.Import from other design software in particular format like igs, step, etc.
19. Analysis
20. Analysis outline
|
||||
correct_foundationPlace_00077
|
FactBench
|
1
| 0
|
https://en.wikipedia.org/wiki/Ansys
|
en
|
Wikipedia
|
[
"https://en.wikipedia.org/static/images/icons/wikipedia.png",
"https://en.wikipedia.org/static/images/mobile/copyright/wikipedia-wordmark-en.svg",
"https://en.wikipedia.org/static/images/mobile/copyright/wikipedia-tagline-en.svg",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/14/Ansys_logo_%282019%29.svg/220px-Ansys_logo_%282019%29.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/1/11/Ansys-hq.jpg/220px-Ansys-hq.jpg",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/b0/Increase2.svg/11px-Increase2.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/b0/Increase2.svg/11px-Increase2.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/e/ed/Decrease2.svg/11px-Decrease2.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/b0/Increase2.svg/11px-Increase2.svg.png",
"https://upload.wikimedia.org/wikipedia/commons/thumb/b/b0/Increase2.svg/11px-Increase2.svg.png",
"https://upload.wikimedia.org/wikipedia/en/thumb/8/8a/OOjs_UI_icon_edit-ltr-progressive.svg/10px-OOjs_UI_icon_edit-ltr-progressive.svg.png",
"https://login.wikimedia.org/wiki/Special:CentralAutoLogin/start?type=1x1",
"https://en.wikipedia.org/static/images/footer/wikimedia-button.svg",
"https://en.wikipedia.org/static/images/footer/poweredby_mediawiki.svg"
] |
[] |
[] |
[
""
] | null |
[
"Contributors to Wikimedia projects"
] |
2005-06-08T09:05:09+00:00
|
en
|
/static/apple-touch/wikipedia.png
|
https://en.wikipedia.org/wiki/Ansys
|
American technology company
Ansys, Inc. is an American multinational company with its headquarters based in Canonsburg, Pennsylvania. It develops and markets CAE/multiphysics engineering simulation software for product design, testing and operation and offers its products and services to customers worldwide.
History[edit]
Origins[edit]
Ansys was founded in 1970 as Swanson Analysis Systems, Inc. (SASI) by John Swanson. The idea for Ansys was first conceived by Swanson while working at the Westinghouse Astronuclear Laboratory in the 1960s.[2] At the time, engineers performed finite element analysis (FEA) by hand.[2] Westinghouse rejected Swanson's idea to automate FEA by developing general purpose engineering software, so Swanson left the company in 1969 to develop the software on his own.[2] He founded SASI the next year, working out of his farmhouse in Pittsburgh.[3][4]
Swanson developed the initial ANSYS software on punch cards and used a mainframe computer that was rented by the hour.[2] Westinghouse hired him as a consultant, under the condition that any code he developed for Westinghouse could also be included in the Ansys product line.[3] Westinghouse became the first Ansys user.[3]
Swanson sold his interest in the company to venture capitalists in 1994, and the company was renamed "Ansys" after the software. Ansys went public on NASDAQ in 1996. In the 2000s, the company acquired other engineering design companies, obtaining additional technology for fluid dynamics, electronics design, and physics analysis. Ansys became a component of the NASDAQ-100 index on December 23, 2019.[5]
Growth[edit]
By 1991, SASI had 153 employees and $29 million in annual revenue,[6] controlling 10 percent of the market for finite element analysis software.[6] According to The Engineering Design Revolution, the company became "well-respected" among engineering circles, but remained small.[7] In 1992, SASI acquired Compuflo, which marketed and developed fluid dynamics analysis software.[7] In 1994, Swanson sold his majority interest in the company to venture capitalist firm TA Associates.[3][6] Peter Smith was appointed CEO[7] and SASI was renamed after the software, Ansys, the following year.[3][6]
Ansys went public in 1996, raising about $46 million in an initial public offering.[7] By 1997, Ansys had grown to $50.5 million in annual revenue.[8] In the late 1990s, Ansys shifted its business model[7] away from software licenses, and corresponding revenue declined.[7] However, revenue from services increased.[7] From 1996 to 2000, profits at Ansys grew an average of 160% per year.[6] In February 2000, Jim Cashman was appointed CEO.[7]
Current CEO Ajei S. Gopal was appointed in early 2017.[9][10] In November 2020, South China Morning Post reported that Ansys software had been used for Chinese military research in the development of hypersonic missile technology.[11] In October 2022, Washington Post reviewed procurement documents and confirmed that Ansys technology had been acquired by seven Chinese entities present on either the export blacklist or with known links to Chinese missile technology.[12] Ansys said that it and its subsidiaries have no records of the indicated sales or shipments and suggested that piracy may have been involved.[12] In January 2024 Synopsys and Ansys announced a definitive agreement under which Synopsys would acquire Ansys in a deal valued at around $35 billion.[13][14]
List of acquisitions[edit]
Year announced Company Business Value (USD) References 1999 Centric Engineering Systems Fluid, structural, and thermal analysis Not disclosed [6] 2000 ICEM CFD Engineering Mesh simulations $12.4 million [6][15] 2001 Cadoe Computer-aided design Not disclosed [3][6][15] 2003 CFX Fluid dynamics simulation Not disclosed [6] 2005 Century Dynamics Hydrodynamics simulation tools $5 million [6] 2005 Harvard Thermal Inc. Simulating cooling and temperature in electronics Not disclosed [6] 2006 Fluent Inc. Fluid dynamics tools $299 million [6][7] 2008 Ansoft Corporation Electronics design $823.8 million [6] 2011 Apache Design Solutions Semiconductor simulation $310 million [16] 2012 Esterel Technologies Simulating interactions between software and hardware $53 million [17] 2013 EVEN (Evolutionary Engineering) Cloud-based software for engineering composites Not disclosed [18][19] 2014 Reaction Design Chemistry and combustion simulation $19.25 million [20] 2014 SpaceClaim 3D modeling $85 million [21][22] 2015 Gear Design Solutions (2015) Analytics software Not disclosed [23] 2015 Delcross Technologies Systems analysis Not disclosed [24] 2015 Newmerical Technologies International Inc. In-flight icing simulation Not disclosed [25] 2016 KPIT medini Technologies AG Automotive design Not disclosed [26] 2017 CLK Design Automation Transistor-level simulation for semiconductor IP and system-on-chip (SoC) designs Not disclosed [27] 2017 Computational Engineering International, Inc. (CEI) Advanced post-processing and visualization Not disclosed [28] 2017 3DSIM 3D printing simulation Not disclosed [29] 2018 OPTIS Optical simulations Not disclosed [30] 2019 Helic Electromagnetic crosstalk simulation Not disclosed [31] 2019 Granta Design Material intelligence Not disclosed [32] 2019 DfR Solutions Reliability physics-based electronics design tool for accurate life predictions of electronic hardware Not disclosed [33] 2019 LSTC Advanced finite element analysis $775 million [34] 2019 Dynardo PIDO technology Not disclosed [35] 2020 Lumerical Photonic simulations Not disclosed [36] 2020 Analytical Graphics Inc. Aerospace and defense-focused engineering simulation software $700 million [37][38] 2021 Phoenix Integration, Inc. Model-based engineering and model-based systems engineering Not disclosed [39] 2021 Zemax Design and analysis of both imaging and illumination systems $411 million [40] 2022 Motor Design Limited (MDL) Electric machine designs Not disclosed [41] 2022 OnScale Web-based UI for access to Ansys' simulation technologies Not disclosed [42] 2022 C&R Technologies Orbital thermal analysis company Not disclosed [43] 2022 DYNAmore Simulation software for the automotive industry Not disclosed [44]
Engineering simulation software[edit]
Ansys develops and markets engineering simulation software for use across the product life cycle.[8] Ansys Mechanical finite element analysis software is used to simulate computer models of structures, electronics, or machine components for analyzing the strength, toughness, elasticity, temperature distribution, electromagnetism, fluid flow, and other attributes.[8] Ansys is used to determine how a product will function with different specifications, without building test products or conducting crash tests.[6] For example, Ansys software may simulate how a bridge will hold up after years of traffic, how to best process salmon in a cannery to reduce waste, or how to design a slide that uses less material without sacrificing safety.[4]
Most Ansys simulations are performed using the Ansys Workbench system,[45] which is one of the company's main products.[6] Typically Ansys users break down larger structures into small components that are each modeled and tested individually.[4] A user may start by defining the dimensions of an object,[46] and then adding weight, pressure, temperature and other physical properties.[46] Finally, the Ansys software simulates and analyzes movement, fatigue, fractures, fluid flow, temperature distribution, electromagnetic efficiency and other effects over time.[46]
Ansys also develops software for data management and backup, academic research and teaching.[6] Ansys software is sold on an annual subscription basis.[6]
Software history[edit]
The first commercial version of Ansys software was labeled version 2.0 and released in 1971.[6][15] At the time, the software was made up of boxes of punch cards, and the program was typically run overnight to get results the following morning.[3] In 1975, non-linear and thermo-electric features were added.[15] The software was exclusively used on mainframes,[7] until version 3.0 (the second release) was introduced for the VAXstation in 1979.[3] Version 3 had a command-line interface like DOS.[47]
In 1980, the Apple II version was released, allowing Ansys to convert to a graphical user interface in version 4 later that year.[47] Version 4 of the Ansys software was easier to use and added features to simulate electromagnetism.[3] In 1989, Ansys began working with Compuflo.[3] Compuflo's Flotran fluid dynamics software was integrated into Ansys by version 5, which was released in 1993.[3] Performance improvements in version 5.1 shortened processing time two to four-fold, and was followed by a series of performance improvements to keep pace with advancements in computing.[7] Ansys also began integrating its software with CAD software, such as Autodesk.[7]
In 1996, Ansys released the DesignSpace structural analysis software, the LS-DYNA crash and drop test simulation product, and the Ansys Computational Fluid Dynamics (CFD) simulator.[15] Ansys also added parallel processing support for PCs with multiple processors.[15] The educational product Ansys/ed was introduced in 1998.[3] Version 6.0 of the main Ansys product was released in December 2001.[3] Version 6.0 made large-scale modeling practical for the first time, but many users were frustrated by a new blue user interface.[3] The interface was redone a few months later in 6.1.[3] Version 8.0 introduced the Ansys multi-field solver, which allows users to simulate how multiple physics problems would interact with one another.[48]
Version 8.0 was published in 2005[15] and introduced Ansys' fluid–structure interaction software,[15] which simulates the effect structures and fluids have on one another. Ansys also released its Probabilistic Design System and DesignXplorer software products, which both deal with probabilities and randomness of physical elements.[49] In 2009 version 12 was released with an overhauled second version of Workbench.[15][50] Ansys also began increasingly consolidating features into the Workbench software.[45]
Version 15 of Ansys was released in 2014.[45] It added a new features for composites, bolted connections, and better mesh tools.[45] In February 2015, version 16 introduced the AIM physics engine and Electronics Desktop, which is for semiconductor design.[51] The following year, version 17 introduced a new user interface and performance improvement for computing fluid dynamics problems.[52] In January 2017, Ansys released version 18.[53] Version 18 allowed users to collect real-world data from products and then incorporate that data into future simulations.[53] The Ansys Application Builder, which allows engineers to build, use, and sell custom engineering tools, was also introduced with version 18.[53]
Released in January 2020, Ansys R1 2020 updates Ansys' simulation process and data management (SPDM), materials information and electromagnetics product offerings.[54] In early 2020, the Ansys Academic Program surpassed one million student downloads.[55]
In May 2020, Ansys joined Microsoft, Dell and Lendlease on the steering committee of the Digital Twin Consortium, which aims to advance the use of digital twin technology.[56] The company collaborated with the US Army and L3Harris to advance the use of FACE technical standard.[57] In April, 2020, Samsung Foundry certified Ansys' RaptorH EM simulation solution for developing 2.5D/3D-ICs and systems-on-chip using Samsung's signoff flow.[58] In August, 2020, Ansys received TSMC certification for its SoIC 3D chip stacking technology.[59] In October, 2020, the company signed the agreement to acquire Analytical Graphics Inc. for $700 million.[60]
In 2021, Optimo Medical AG integrated their Optimeyes digital twin technology with Ansys Mechanical to create identical copies of cornea for surgical procedure testing purposes.[61] Ansys and Siemens Energy collaborated to improve additive manufacturing (AM) processes.[62] In May 2021, Ansys acquired Phoenix Integration, Inc. for an undisclosed amount.[39]
In November, 2021, the company was certified for Samsung's 3 nm and 4 nm Process Technologies.[63] The same year, Ansys acquired Zemax for an undisclosed amount.[40] The company began supporting Arm-based Graviton2 Processors, first time that Ansys' EDA semiconductor simulation solutions were made available on the Arm Neoverse architecture.[64] In partnership with Cornell University, Ansys developed simulating courses.[65]
In March 2022, the company announced collaboration with GlobalFoundries to address issues facing data centres.[66] In April, 2022, Ansys announced signing a definitive agreement to acquire OnScale to expand its cloud portfolio.[67]
In May, 2022, Ansys acquired Motor Design Limited (MDL) for an undisclosed amount.[41] In October, 2022, the company acquired C&R Technologies, a company that specialised in providing orbital thermal analysis.[43]
In December, 2022, Ansys announced that it had signed a definitive agreement to acquire DYNAmore, which specialises in developing simulation solutions for the automotive industry.[44]
References[edit]
[edit]
|
||||||
correct_foundationPlace_00077
|
FactBench
|
1
| 15
|
https://www.yumpu.com/en/document/view/5722779/rotordynamic-analysis-guide-ansys
|
en
|
Rotordynamic Analysis Guide - Ansys
|
[
"https://assets.yumpu.com/release/Gb2iuBFx8UHm6GO/v5/img/logo/Yumpu_Logo_RGB.png",
"https://assets.yumpu.com/release/Gb2iuBFx8UHm6GO/v5/img/account/document_privacy_modal/step1.png",
"https://assets.yumpu.com/release/Gb2iuBFx8UHm6GO/v5/img/account/document_privacy_modal/step2.png",
"https://img.yumpu.com/5722779/1/500x640/rotordynamic-analysis-guide-ansys.jpg",
"https://assets.yumpu.com/v4/img/avatar/female-200x200.jpg",
"https://img.yumpu.com/49537550/1/190x146/fluent-update-ansys.jpg?quality=85",
"https://img.yumpu.com/31783135/1/190x245/structural-analysis-of-replacement-knee-design-ansys.jpg?quality=85",
"https://img.yumpu.com/29996759/1/190x245/ansys-cfx-for-assessment-of-pollutant-dispersion-and-wind-loading.jpg?quality=85",
"https://img.yumpu.com/21563900/1/190x245/mechanical-apdl-element-reference-ansys-teamansys-v2-.jpg?quality=85",
"https://img.yumpu.com/10750239/1/190x245/thermal-analysis-system-tas-users-manual-ansys.jpg?quality=85",
"https://img.yumpu.com/10636078/1/190x245/modeling-and-meshing-guide-ansys.jpg?quality=85",
"https://img.yumpu.com/9537631/1/190x245/remote-solve-manager-rsm-ansys.jpg?quality=85",
"https://img.yumpu.com/9537280/1/190x245/workbench-users-guide-customer-portal-ansys.jpg?quality=85",
"https://img.yumpu.com/7988460/1/190x245/ansys-workbench-products-errata.jpg?quality=85",
"https://img.yumpu.com/7812551/1/190x245/cfd-post-tutorials-customer-portal-ansys.jpg?quality=85",
"https://img.yumpu.com/7801539/1/190x245/mechanical-apdl-material-reference-ansys.jpg?quality=85",
"https://img.yumpu.com/7801148/1/190x245/mechanical-apdl-command-reference-customer-portal-ansys.jpg?quality=85",
"https://img.yumpu.com/7800802/1/190x245/ansys-ls-dyna-users-guide.jpg?quality=85",
"https://img.yumpu.com/7800597/1/190x245/notes-ansys.jpg?quality=85",
"https://img.yumpu.com/7800369/1/190x245/workbench-user-guide-customer-portal-ansys.jpg?quality=85",
"https://assets.yumpu.com/release/Gb2iuBFx8UHm6GO/v5/img/logo/yumpu-footer2x.png",
"https://assets.yumpu.com/v5/img/footer/worldmap-retina.png"
] |
[] |
[] |
[
"www1.ansys.com",
"analysis",
"ansys",
"rotating",
"information",
"rotational",
"rotordynamic",
"velocity",
"contains",
"subsidiaries",
"rights",
"guide",
"www1.ansys.com"
] | null |
[
"Yumpu.com"
] | null |
Rotordynamic Analysis Guide - Ansys
|
en
|
yumpu.com
|
https://www.yumpu.com/en/document/view/5722779/rotordynamic-analysis-guide-ansys
|
Attention! Your ePaper is waiting for publication!
By publishing your document, the content will be optimally indexed by Google via AI and sorted into the right category for over 500 million ePaper readers on YUMPU.
This will ensure high visibility and many readers!
Inappropriate
You have already flagged this document.
Thank you, for helping us keep this platform clean.
The editors will have a look at it as soon as possible.
|
|||||
correct_foundationPlace_00077
|
FactBench
|
3
| 2
|
https://www.cmu.edu/engage/about-us/news/partner/ansys.html
|
en
|
ANSYS: Preparing for Industry 4.0
|
https://www.cmu.edu/favicon.ico
|
https://www.cmu.edu/favicon.ico
|
[
"https://www.cmu.edu/engage/images/Ansys900.png",
"https://www.cmu.edu/engage/images/icons/FooterUpdate.png",
"https://www.cmu.edu/engage/images/icons/FooterGiveNow.png",
"https://www.cmu.edu/engage/images/icons/makepossible-fulllogo_268x84-white_01.png"
] |
[] |
[] |
[
""
] | null |
[
"Carnegie Mellon University"
] | null |
ANSYS, a Canonsburg, Pa.-based engineering simulation software company, understands better than most the challenges facing the next generation of engineers, and the company has partnered with Carnegie Mellon to better equip future engineers with the tools, skills and resources they need to face those challenges.
|
en
|
//www.cmu.edu/favicon.ico
|
https://www.cmu.edu/engage/about-us/news/partner/ansys.html
|
ANSYS, a Canonsburg, Pa.-based engineering simulation software company, understands better than most the challenges facing the next generation of engineers, and the company has partnered with Carnegie Mellon to better equip future engineers with the tools, skills and resources they need to face those challenges.
In October 2016, ground was broken for the new ANSYS Hall, which will become the physical and educational hub of the College of Engineer’s undergraduate program. The new facility is a teaching, design and build laboratory where students don’t simply learn about how to design a product, but can actually assemble them using emerging advanced manufacturing techniques on nano, micro and macro scales. It will prepare students for Industry 4.0, a new approach of manufacturing where testing, building and production become more efficient and products move to market far more quickly.
The 36,000-square-foot ANSYS Hall is part of the College of Engineer’s vision of a Maker Ecosystem, a set of integrated resources that will help faculty and students create and develop new ideas/concepts/products across many different disciplines. The four-story building includes ANSYS simulation technology, a nanofabrication clean room, access to a Marker Courtyard and a High Bay Maker Space that will allow for full-size manufacturing capabilities, as well as class rooms, student collaborative spaces, conference rooms and offices.
The hall will be located between Hamerschlag and Porter halls, and will be completed in 2018.
|
|||
correct_foundationPlace_00077
|
FactBench
|
1
| 78
|
https://patents.google.com/patent/US20140363481A1/en
|
en
|
US20140363481A1 - Bone replacement implants with mechanically biocompatible cellular material - Google Patents
|
[
"https://patentimages.storage.googleapis.com/6a/49/1d/c465adfcdfcdb4/US20140363481A1-20141211-D00000.png",
"https://patentimages.storage.googleapis.com/83/40/a4/00505270e321ae/US20140363481A1-20141211-D00001.png",
"https://patentimages.storage.googleapis.com/a5/ac/40/c0415f0e25d830/US20140363481A1-20141211-D00002.png",
"https://patentimages.storage.googleapis.com/f4/3b/e6/33327d928ea17f/US20140363481A1-20141211-D00003.png",
"https://patentimages.storage.googleapis.com/48/f2/ca/d6e26d499c4c93/US20140363481A1-20141211-D00004.png",
"https://patentimages.storage.googleapis.com/c8/39/b9/ec4a2f2f259f9c/US20140363481A1-20141211-D00005.png",
"https://patentimages.storage.googleapis.com/08/20/ba/2ed6bec927eafd/US20140363481A1-20141211-D00006.png",
"https://patentimages.storage.googleapis.com/ad/c1/e9/5e19519fb086ac/US20140363481A1-20141211-D00007.png",
"https://patentimages.storage.googleapis.com/35/06/f3/e78d6a7d49f449/US20140363481A1-20141211-D00008.png",
"https://patentimages.storage.googleapis.com/d8/eb/4f/6369156c7a1bae/US20140363481A1-20141211-D00009.png",
"https://patentimages.storage.googleapis.com/58/be/ae/5095922ea76d9c/US20140363481A1-20141211-D00010.png",
"https://patentimages.storage.googleapis.com/23/19/63/201a5780b73843/US20140363481A1-20141211-D00011.png",
"https://patentimages.storage.googleapis.com/30/7b/02/dd02d41bff3ebd/US20140363481A1-20141211-D00012.png",
"https://patentimages.storage.googleapis.com/da/b4/40/94d92643b40ce5/US20140363481A1-20141211-D00013.png",
"https://patentimages.storage.googleapis.com/f3/cd/ff/e840708a1be1d4/US20140363481A1-20141211-D00014.png",
"https://patentimages.storage.googleapis.com/0d/78/a8/7b3c9779bb1945/US20140363481A1-20141211-D00015.png",
"https://patentimages.storage.googleapis.com/0e/84/d6/2ef1fe57cc715e/US20140363481A1-20141211-D00016.png",
"https://patentimages.storage.googleapis.com/ec/06/7b/277d74185ee7aa/US20140363481A1-20141211-D00017.png",
"https://patentimages.storage.googleapis.com/38/9d/be/822df8d37cc6b4/US20140363481A1-20141211-D00018.png",
"https://patentimages.storage.googleapis.com/31/d6/9a/9c071046157a35/US20140363481A1-20141211-D00019.png",
"https://patentimages.storage.googleapis.com/50/2b/bd/2c296094dfc9c5/US20140363481A1-20141211-D00020.png",
"https://patentimages.storage.googleapis.com/87/84/bc/df75a5133b7687/US20140363481A1-20141211-D00021.png",
"https://patentimages.storage.googleapis.com/33/0e/4c/6657e2799186e9/US20140363481A1-20141211-P00999.png",
"https://patentimages.storage.googleapis.com/33/0e/4c/6657e2799186e9/US20140363481A1-20141211-P00999.png",
"https://patentimages.storage.googleapis.com/33/0e/4c/6657e2799186e9/US20140363481A1-20141211-P00999.png"
] |
[] |
[] |
[
""
] | null |
[] |
2011-12-23T00:00:00
|
A methodology integrating multiscale analysis and design optimization to design a novel bone replacement implant made of a functionally graded cellular material that meets fatigue requirements imposed by cyclic loadings. The pore microarchitecture, described by interconnectivity, porosity, pore size as well as pore topology, is optimally designed for tissue regeneration and mechanical strength. The method can contribute to the development of a new generation of bone replacement implants with a graded cellular microstructure.
|
en
|
https://patents.google.com/patent/US20140363481A1/en
|
Bone replacement implants with mechanically biocompatible cellular material Download PDF
Info
Publication number
US20140363481A1
US20140363481A1 US14/310,703 US201414310703A US2014363481A1 US 20140363481 A1 US20140363481 A1 US 20140363481A1 US 201414310703 A US201414310703 A US 201414310703A US 2014363481 A1 US2014363481 A1 US 2014363481A1
Authority
US
United States
Prior art keywords
implant
bone
cell
cellular
stress
Prior art date
2011-12-23
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
US14/310,703
Other versions
US10799363B2 (en
Inventor
Damiano PASINI
Sajad Arabnejad KHANOKI
Michael Tanzer
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Royal Institution for the Advancement of Learning
Original Assignee
Royal Institution for the Advancement of Learning
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
2011-12-23
Filing date
2014-06-20
Publication date
2014-12-11
2014-06-20 Application filed by Royal Institution for the Advancement of Learning filed Critical Royal Institution for the Advancement of Learning
2014-09-02 Assigned to THE ROYAL INSTITUTION FOR THE ADVANCEMENT OF LEARNING/MCGILL UNIVERSITY reassignment THE ROYAL INSTITUTION FOR THE ADVANCEMENT OF LEARNING/MCGILL UNIVERSITY ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: KHANOKI, Sajad Arabnejad, PASINI, DAMIANO, TANZER, MICHAEL
2014-12-11 Publication of US20140363481A1 publication Critical patent/US20140363481A1/en
2020-09-03 Priority to US17/011,513 priority Critical patent/US20210052389A1/en
2020-10-13 Application granted granted Critical
2020-10-13 Publication of US10799363B2 publication Critical patent/US10799363B2/en
Status Active legal-status Critical Current
2037-07-02 Adjusted expiration legal-status Critical
Links
USPTO
USPTO PatentCenter
USPTO Assignment
Espacenet
Global Dossier
Discuss
239000007943 implant Substances 0.000 title claims abstract description 312
230000001413 cellular effect Effects 0.000 title claims abstract description 103
210000000988 bone and bone Anatomy 0.000 title claims abstract description 96
239000000463 material Substances 0.000 title claims abstract description 81
238000000034 method Methods 0.000 claims abstract description 77
238000004458 analytical method Methods 0.000 claims abstract description 38
238000005457 optimization Methods 0.000 claims abstract description 37
239000011148 porous material Substances 0.000 claims abstract description 31
238000011068 loading method Methods 0.000 claims abstract description 28
210000004027 cell Anatomy 0.000 claims description 159
238000009826 distribution Methods 0.000 claims description 71
208000006386 Bone Resorption Diseases 0.000 claims description 46
230000024279 bone resorption Effects 0.000 claims description 46
206010065687 Bone loss Diseases 0.000 claims description 17
210000002421 cell wall Anatomy 0.000 claims description 17
238000004519 manufacturing process Methods 0.000 claims description 11
238000011084 recovery Methods 0.000 claims description 6
210000003127 knee Anatomy 0.000 claims description 5
210000003423 ankle Anatomy 0.000 claims description 4
239000004053 dental implant Substances 0.000 claims description 4
235000015097 nutrients Nutrition 0.000 claims description 4
230000035699 permeability Effects 0.000 claims description 4
230000003068 static effect Effects 0.000 claims description 4
210000000707 wrist Anatomy 0.000 claims description 4
239000012585 homogenous medium Substances 0.000 claims description 3
210000001519 tissue Anatomy 0.000 claims description 3
230000001747 exhibiting effect Effects 0.000 claims description 2
230000024245 cell differentiation Effects 0.000 claims 1
230000004663 cell proliferation Effects 0.000 claims 1
230000003746 surface roughness Effects 0.000 claims 1
238000013461 design Methods 0.000 abstract description 70
125000004122 cyclic group Chemical group 0.000 abstract description 6
238000011161 development Methods 0.000 abstract description 3
230000018109 developmental process Effects 0.000 abstract description 3
230000017423 tissue regeneration Effects 0.000 abstract description 3
206010016256 fatigue Diseases 0.000 description 55
230000006870 function Effects 0.000 description 40
210000001624 hip Anatomy 0.000 description 32
RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical compound [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 description 24
229910052719 titanium Inorganic materials 0.000 description 24
239000010936 titanium Substances 0.000 description 24
210000000689 upper leg Anatomy 0.000 description 18
230000007423 decrease Effects 0.000 description 15
238000000265 homogenisation Methods 0.000 description 12
229910052715 tantalum Inorganic materials 0.000 description 12
239000011159 matrix material Substances 0.000 description 11
GUVRBAGPIYLISA-UHFFFAOYSA-N tantalum atom Chemical compound [Ta] GUVRBAGPIYLISA-UHFFFAOYSA-N 0.000 description 11
239000006260 foam Substances 0.000 description 9
230000000737 periodic effect Effects 0.000 description 9
238000010586 diagram Methods 0.000 description 8
230000006399 behavior Effects 0.000 description 7
210000003850 cellular structure Anatomy 0.000 description 7
230000000694 effects Effects 0.000 description 7
238000013459 approach Methods 0.000 description 6
238000006073 displacement reaction Methods 0.000 description 6
208000010392 Bone Fractures Diseases 0.000 description 5
238000005452 bending Methods 0.000 description 5
238000002591 computed tomography Methods 0.000 description 5
238000011156 evaluation Methods 0.000 description 5
230000014509 gene expression Effects 0.000 description 5
210000004394 hip joint Anatomy 0.000 description 5
210000001503 joint Anatomy 0.000 description 5
230000002980 postoperative effect Effects 0.000 description 5
230000009467 reduction Effects 0.000 description 5
238000005070 sampling Methods 0.000 description 5
239000007787 solid Substances 0.000 description 5
239000011343 solid material Substances 0.000 description 5
238000001356 surgical procedure Methods 0.000 description 5
239000004743 Polypropylene Substances 0.000 description 4
238000011882 arthroplasty Methods 0.000 description 4
230000008901 benefit Effects 0.000 description 4
230000033001 locomotion Effects 0.000 description 4
-1 polypropylene Polymers 0.000 description 4
229920001155 polypropylene Polymers 0.000 description 4
238000004088 simulation Methods 0.000 description 4
239000000560 biocompatible material Substances 0.000 description 3
239000013590 bulk material Substances 0.000 description 3
238000004422 calculation algorithm Methods 0.000 description 3
230000002068 genetic effect Effects 0.000 description 3
230000007774 longterm Effects 0.000 description 3
230000007246 mechanism Effects 0.000 description 3
239000002609 medium Substances 0.000 description 3
230000008018 melting Effects 0.000 description 3
238000002844 melting Methods 0.000 description 3
238000012986 modification Methods 0.000 description 3
230000004048 modification Effects 0.000 description 3
238000004321 preservation Methods 0.000 description 3
230000032258 transport Effects 0.000 description 3
238000010200 validation analysis Methods 0.000 description 3
OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical group [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
229910000883 Ti6Al4V Inorganic materials 0.000 description 2
239000005557 antagonist Substances 0.000 description 2
230000000975 bioactive effect Effects 0.000 description 2
230000037182 bone density Effects 0.000 description 2
230000015556 catabolic process Effects 0.000 description 2
230000008859 change Effects 0.000 description 2
239000002131 composite material Substances 0.000 description 2
230000001054 cortical effect Effects 0.000 description 2
238000006731 degradation reaction Methods 0.000 description 2
230000001419 dependent effect Effects 0.000 description 2
238000010894 electron beam technology Methods 0.000 description 2
238000011540 hip replacement Methods 0.000 description 2
238000002513 implantation Methods 0.000 description 2
230000010354 integration Effects 0.000 description 2
238000004215 lattice model Methods 0.000 description 2
230000000399 orthopedic effect Effects 0.000 description 2
238000010883 osseointegration Methods 0.000 description 2
230000011164 ossification Effects 0.000 description 2
238000012545 processing Methods 0.000 description 2
238000011160 research Methods 0.000 description 2
230000007704 transition Effects 0.000 description 2
XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
ORILYTVJVMAKLC-UHFFFAOYSA-N Adamantane Natural products C1C(C2)CC3CC1CC2C3 ORILYTVJVMAKLC-UHFFFAOYSA-N 0.000 description 1
102000008186 Collagen Human genes 0.000 description 1
108010035532 Collagen Proteins 0.000 description 1
208000037408 Device failure Diseases 0.000 description 1
230000006978 adaptation Effects 0.000 description 1
239000000654 additive Substances 0.000 description 1
230000000996 additive effect Effects 0.000 description 1
229910045601 alloy Inorganic materials 0.000 description 1
239000000956 alloy Substances 0.000 description 1
230000003466 anti-cipated effect Effects 0.000 description 1
230000009286 beneficial effect Effects 0.000 description 1
239000005312 bioglass Substances 0.000 description 1
230000009875 biological transport Effects 0.000 description 1
230000012292 cell migration Effects 0.000 description 1
238000012512 characterization method Methods 0.000 description 1
238000005234 chemical deposition Methods 0.000 description 1
239000000788 chromium alloy Substances 0.000 description 1
229920001436 collagen Polymers 0.000 description 1
230000000052 comparative effect Effects 0.000 description 1
230000006835 compression Effects 0.000 description 1
238000007906 compression Methods 0.000 description 1
238000000205 computational method Methods 0.000 description 1
230000007797 corrosion Effects 0.000 description 1
238000005260 corrosion Methods 0.000 description 1
230000001351 cycling effect Effects 0.000 description 1
230000003247 decreasing effect Effects 0.000 description 1
230000002950 deficient Effects 0.000 description 1
238000009795 derivation Methods 0.000 description 1
238000005553 drilling Methods 0.000 description 1
239000003814 drug Substances 0.000 description 1
239000013013 elastic material Substances 0.000 description 1
210000001513 elbow Anatomy 0.000 description 1
238000002474 experimental method Methods 0.000 description 1
239000006261 foam material Substances 0.000 description 1
238000009472 formulation Methods 0.000 description 1
210000001981 hip bone Anatomy 0.000 description 1
229910052588 hydroxylapatite Inorganic materials 0.000 description 1
238000011835 investigation Methods 0.000 description 1
238000013150 knee replacement Methods 0.000 description 1
230000002503 metabolic effect Effects 0.000 description 1
229910052751 metal Inorganic materials 0.000 description 1
239000002184 metal Substances 0.000 description 1
239000000203 mixture Substances 0.000 description 1
239000002245 particle Substances 0.000 description 1
XYJRXVWERLGGKC-UHFFFAOYSA-D pentacalcium;hydroxide;triphosphate Chemical compound [OH-].[Ca+2].[Ca+2].[Ca+2].[Ca+2].[Ca+2].[O-]P([O-])([O-])=O.[O-]P([O-])([O-])=O.[O-]P([O-])([O-])=O XYJRXVWERLGGKC-UHFFFAOYSA-D 0.000 description 1
239000004033 plastic Substances 0.000 description 1
229920003023 plastic Polymers 0.000 description 1
229920000642 polymer Polymers 0.000 description 1
230000008569 process Effects 0.000 description 1
230000000750 progressive effect Effects 0.000 description 1
230000003014 reinforcing effect Effects 0.000 description 1
230000003252 repetitive effect Effects 0.000 description 1
238000012552 review Methods 0.000 description 1
210000002832 shoulder Anatomy 0.000 description 1
208000007056 sickle cell anemia Diseases 0.000 description 1
239000010935 stainless steel Substances 0.000 description 1
229910001220 stainless steel Inorganic materials 0.000 description 1
238000012916 structural analysis Methods 0.000 description 1
230000009897 systematic effect Effects 0.000 description 1
150000003481 tantalum Chemical class 0.000 description 1
230000009772 tissue formation Effects 0.000 description 1
239000002407 tissue scaffold Substances 0.000 description 1
238000011541 total hip replacement Methods 0.000 description 1
238000009827 uniform distribution Methods 0.000 description 1
239000011800 void material Substances 0.000 description 1
Images
Classifications
A—HUMAN NECESSITIES
A61—MEDICAL OR VETERINARY SCIENCE; HYGIENE
A61F—FILTERS IMPLANTABLE INTO BLOOD VESSELS; PROSTHESES; DEVICES PROVIDING PATENCY TO, OR PREVENTING COLLAPSING OF, TUBULAR STRUCTURES OF THE BODY, e.g. STENTS; ORTHOPAEDIC, NURSING OR CONTRACEPTIVE DEVICES; FOMENTATION; TREATMENT OR PROTECTION OF EYES OR EARS; BANDAGES, DRESSINGS OR ABSORBENT PADS; FIRST-AID KITS
A61F2/00—Filters implantable into blood vessels; Prostheses, i.e. artificial substitutes or replacements for parts of the body; Appliances for connecting them with the body; Devices providing patency to, or preventing collapsing of, tubular structures of the body, e.g. stents
A61F2/02—Prostheses implantable into the body
A61F2/28—Bones
A—HUMAN NECESSITIES
A61—MEDICAL OR VETERINARY SCIENCE; HYGIENE
A61C—DENTISTRY; APPARATUS OR METHODS FOR ORAL OR DENTAL HYGIENE
A61C13/00—Dental prostheses; Making same
A61C13/0003—Making bridge-work, inlays, implants or the like
A61C13/0004—Computer-assisted sizing or machining of dental prostheses
A—HUMAN NECESSITIES
A61—MEDICAL OR VETERINARY SCIENCE; HYGIENE
A61F—FILTERS IMPLANTABLE INTO BLOOD VESSELS; PROSTHESES; DEVICES PROVIDING PATENCY TO, OR PREVENTING COLLAPSING OF, TUBULAR STRUCTURES OF THE BODY, e.g. STENTS; ORTHOPAEDIC, NURSING OR CONTRACEPTIVE DEVICES; FOMENTATION; TREATMENT OR PROTECTION OF EYES OR EARS; BANDAGES, DRESSINGS OR ABSORBENT PADS; FIRST-AID KITS
A61F2/00—Filters implantable into blood vessels; Prostheses, i.e. artificial substitutes or replacements for parts of the body; Appliances for connecting them with the body; Devices providing patency to, or preventing collapsing of, tubular structures of the body, e.g. stents
A61F2/02—Prostheses implantable into the body
A61F2/30—Joints
A61F2/32—Joints for the hip
A—HUMAN NECESSITIES
A61—MEDICAL OR VETERINARY SCIENCE; HYGIENE
A61F—FILTERS IMPLANTABLE INTO BLOOD VESSELS; PROSTHESES; DEVICES PROVIDING PATENCY TO, OR PREVENTING COLLAPSING OF, TUBULAR STRUCTURES OF THE BODY, e.g. STENTS; ORTHOPAEDIC, NURSING OR CONTRACEPTIVE DEVICES; FOMENTATION; TREATMENT OR PROTECTION OF EYES OR EARS; BANDAGES, DRESSINGS OR ABSORBENT PADS; FIRST-AID KITS
A61F2/00—Filters implantable into blood vessels; Prostheses, i.e. artificial substitutes or replacements for parts of the body; Appliances for connecting them with the body; Devices providing patency to, or preventing collapsing of, tubular structures of the body, e.g. stents
A61F2/02—Prostheses implantable into the body
A61F2/30—Joints
A61F2/32—Joints for the hip
A61F2/36—Femoral heads ; Femoral endoprostheses
A—HUMAN NECESSITIES
A61—MEDICAL OR VETERINARY SCIENCE; HYGIENE
A61L—METHODS OR APPARATUS FOR STERILISING MATERIALS OR OBJECTS IN GENERAL; DISINFECTION, STERILISATION OR DEODORISATION OF AIR; CHEMICAL ASPECTS OF BANDAGES, DRESSINGS, ABSORBENT PADS OR SURGICAL ARTICLES; MATERIALS FOR BANDAGES, DRESSINGS, ABSORBENT PADS OR SURGICAL ARTICLES
A61L27/00—Materials for grafts or prostheses or for coating grafts or prostheses
A61L27/50—Materials characterised by their function or physical properties, e.g. injectable or lubricating compositions, shape-memory materials, surface modified materials
A61L27/56—Porous materials, e.g. foams or sponges
B—PERFORMING OPERATIONS; TRANSPORTING
B22—CASTING; POWDER METALLURGY
B22F—WORKING METALLIC POWDER; MANUFACTURE OF ARTICLES FROM METALLIC POWDER; MAKING METALLIC POWDER; APPARATUS OR DEVICES SPECIALLY ADAPTED FOR METALLIC POWDER
B22F10/00—Additive manufacturing of workpieces or articles from metallic powder
B—PERFORMING OPERATIONS; TRANSPORTING
B22—CASTING; POWDER METALLURGY
B22F—WORKING METALLIC POWDER; MANUFACTURE OF ARTICLES FROM METALLIC POWDER; MAKING METALLIC POWDER; APPARATUS OR DEVICES SPECIALLY ADAPTED FOR METALLIC POWDER
B22F10/00—Additive manufacturing of workpieces or articles from metallic powder
B22F10/80—Data acquisition or data processing
B—PERFORMING OPERATIONS; TRANSPORTING
B22—CASTING; POWDER METALLURGY
B22F—WORKING METALLIC POWDER; MANUFACTURE OF ARTICLES FROM METALLIC POWDER; MAKING METALLIC POWDER; APPARATUS OR DEVICES SPECIALLY ADAPTED FOR METALLIC POWDER
B22F3/00—Manufacture of workpieces or articles from metallic powder characterised by the manner of compacting or sintering; Apparatus specially adapted therefor ; Presses and furnaces
B22F3/10—Sintering only
B22F3/11—Making porous workpieces or articles
B22F3/1103—Making porous workpieces or articles with particular physical characteristics
G06F17/50—
G06F17/5018—
G—PHYSICS
G06—COMPUTING; CALCULATING OR COUNTING
G06F—ELECTRIC DIGITAL DATA PROCESSING
G06F30/00—Computer-aided design [CAD]
G—PHYSICS
G06—COMPUTING; CALCULATING OR COUNTING
G06F—ELECTRIC DIGITAL DATA PROCESSING
G06F30/00—Computer-aided design [CAD]
G06F30/20—Design optimisation, verification or simulation
G06F30/23—Design optimisation, verification or simulation using finite element methods [FEM] or finite difference methods [FDM]
A—HUMAN NECESSITIES
A61—MEDICAL OR VETERINARY SCIENCE; HYGIENE
A61F—FILTERS IMPLANTABLE INTO BLOOD VESSELS; PROSTHESES; DEVICES PROVIDING PATENCY TO, OR PREVENTING COLLAPSING OF, TUBULAR STRUCTURES OF THE BODY, e.g. STENTS; ORTHOPAEDIC, NURSING OR CONTRACEPTIVE DEVICES; FOMENTATION; TREATMENT OR PROTECTION OF EYES OR EARS; BANDAGES, DRESSINGS OR ABSORBENT PADS; FIRST-AID KITS
A61F2/00—Filters implantable into blood vessels; Prostheses, i.e. artificial substitutes or replacements for parts of the body; Appliances for connecting them with the body; Devices providing patency to, or preventing collapsing of, tubular structures of the body, e.g. stents
A61F2/02—Prostheses implantable into the body
A61F2/30—Joints
A61F2/3094—Designing or manufacturing processes
A—HUMAN NECESSITIES
A61—MEDICAL OR VETERINARY SCIENCE; HYGIENE
A61F—FILTERS IMPLANTABLE INTO BLOOD VESSELS; PROSTHESES; DEVICES PROVIDING PATENCY TO, OR PREVENTING COLLAPSING OF, TUBULAR STRUCTURES OF THE BODY, e.g. STENTS; ORTHOPAEDIC, NURSING OR CONTRACEPTIVE DEVICES; FOMENTATION; TREATMENT OR PROTECTION OF EYES OR EARS; BANDAGES, DRESSINGS OR ABSORBENT PADS; FIRST-AID KITS
A61F2/00—Filters implantable into blood vessels; Prostheses, i.e. artificial substitutes or replacements for parts of the body; Appliances for connecting them with the body; Devices providing patency to, or preventing collapsing of, tubular structures of the body, e.g. stents
A61F2/02—Prostheses implantable into the body
A61F2/30—Joints
A61F2002/30001—Additional features of subject-matter classified in A61F2/28, A61F2/30 and subgroups thereof
A61F2002/30003—Material related properties of the prosthesis or of a coating on the prosthesis
A61F2002/30004—Material related properties of the prosthesis or of a coating on the prosthesis the prosthesis being made from materials having different values of a given property at different locations within the same prosthesis
A61F2002/30006—Material related properties of the prosthesis or of a coating on the prosthesis the prosthesis being made from materials having different values of a given property at different locations within the same prosthesis differing in density or specific weight
A—HUMAN NECESSITIES
A61—MEDICAL OR VETERINARY SCIENCE; HYGIENE
A61F—FILTERS IMPLANTABLE INTO BLOOD VESSELS; PROSTHESES; DEVICES PROVIDING PATENCY TO, OR PREVENTING COLLAPSING OF, TUBULAR STRUCTURES OF THE BODY, e.g. STENTS; ORTHOPAEDIC, NURSING OR CONTRACEPTIVE DEVICES; FOMENTATION; TREATMENT OR PROTECTION OF EYES OR EARS; BANDAGES, DRESSINGS OR ABSORBENT PADS; FIRST-AID KITS
A61F2/00—Filters implantable into blood vessels; Prostheses, i.e. artificial substitutes or replacements for parts of the body; Appliances for connecting them with the body; Devices providing patency to, or preventing collapsing of, tubular structures of the body, e.g. stents
A61F2/02—Prostheses implantable into the body
A61F2/30—Joints
A61F2002/30001—Additional features of subject-matter classified in A61F2/28, A61F2/30 and subgroups thereof
A61F2002/30003—Material related properties of the prosthesis or of a coating on the prosthesis
A61F2002/30004—Material related properties of the prosthesis or of a coating on the prosthesis the prosthesis being made from materials having different values of a given property at different locations within the same prosthesis
A61F2002/30011—Material related properties of the prosthesis or of a coating on the prosthesis the prosthesis being made from materials having different values of a given property at different locations within the same prosthesis differing in porosity
A—HUMAN NECESSITIES
A61—MEDICAL OR VETERINARY SCIENCE; HYGIENE
A61F—FILTERS IMPLANTABLE INTO BLOOD VESSELS; PROSTHESES; DEVICES PROVIDING PATENCY TO, OR PREVENTING COLLAPSING OF, TUBULAR STRUCTURES OF THE BODY, e.g. STENTS; ORTHOPAEDIC, NURSING OR CONTRACEPTIVE DEVICES; FOMENTATION; TREATMENT OR PROTECTION OF EYES OR EARS; BANDAGES, DRESSINGS OR ABSORBENT PADS; FIRST-AID KITS
A61F2/00—Filters implantable into blood vessels; Prostheses, i.e. artificial substitutes or replacements for parts of the body; Appliances for connecting them with the body; Devices providing patency to, or preventing collapsing of, tubular structures of the body, e.g. stents
A61F2/02—Prostheses implantable into the body
A61F2/30—Joints
A61F2002/30001—Additional features of subject-matter classified in A61F2/28, A61F2/30 and subgroups thereof
A61F2002/30003—Material related properties of the prosthesis or of a coating on the prosthesis
A61F2002/30004—Material related properties of the prosthesis or of a coating on the prosthesis the prosthesis being made from materials having different values of a given property at different locations within the same prosthesis
A61F2002/30028—Material related properties of the prosthesis or of a coating on the prosthesis the prosthesis being made from materials having different values of a given property at different locations within the same prosthesis differing in tissue ingrowth capacity, e.g. made from both ingrowth-promoting and ingrowth-preventing parts
A—HUMAN NECESSITIES
A61—MEDICAL OR VETERINARY SCIENCE; HYGIENE
A61F—FILTERS IMPLANTABLE INTO BLOOD VESSELS; PROSTHESES; DEVICES PROVIDING PATENCY TO, OR PREVENTING COLLAPSING OF, TUBULAR STRUCTURES OF THE BODY, e.g. STENTS; ORTHOPAEDIC, NURSING OR CONTRACEPTIVE DEVICES; FOMENTATION; TREATMENT OR PROTECTION OF EYES OR EARS; BANDAGES, DRESSINGS OR ABSORBENT PADS; FIRST-AID KITS
A61F2/00—Filters implantable into blood vessels; Prostheses, i.e. artificial substitutes or replacements for parts of the body; Appliances for connecting them with the body; Devices providing patency to, or preventing collapsing of, tubular structures of the body, e.g. stents
A61F2/02—Prostheses implantable into the body
A61F2/30—Joints
A61F2002/30001—Additional features of subject-matter classified in A61F2/28, A61F2/30 and subgroups thereof
A61F2002/30667—Features concerning an interaction with the environment or a particular use of the prosthesis
A61F2002/3069—Revision endoprostheses
A—HUMAN NECESSITIES
A61—MEDICAL OR VETERINARY SCIENCE; HYGIENE
A61F—FILTERS IMPLANTABLE INTO BLOOD VESSELS; PROSTHESES; DEVICES PROVIDING PATENCY TO, OR PREVENTING COLLAPSING OF, TUBULAR STRUCTURES OF THE BODY, e.g. STENTS; ORTHOPAEDIC, NURSING OR CONTRACEPTIVE DEVICES; FOMENTATION; TREATMENT OR PROTECTION OF EYES OR EARS; BANDAGES, DRESSINGS OR ABSORBENT PADS; FIRST-AID KITS
A61F2/00—Filters implantable into blood vessels; Prostheses, i.e. artificial substitutes or replacements for parts of the body; Appliances for connecting them with the body; Devices providing patency to, or preventing collapsing of, tubular structures of the body, e.g. stents
A61F2/02—Prostheses implantable into the body
A61F2/30—Joints
A61F2/30767—Special external or bone-contacting surface, e.g. coating for improving bone ingrowth
A61F2002/3092—Special external or bone-contacting surface, e.g. coating for improving bone ingrowth having an open-celled or open-pored structure
A—HUMAN NECESSITIES
A61—MEDICAL OR VETERINARY SCIENCE; HYGIENE
A61F—FILTERS IMPLANTABLE INTO BLOOD VESSELS; PROSTHESES; DEVICES PROVIDING PATENCY TO, OR PREVENTING COLLAPSING OF, TUBULAR STRUCTURES OF THE BODY, e.g. STENTS; ORTHOPAEDIC, NURSING OR CONTRACEPTIVE DEVICES; FOMENTATION; TREATMENT OR PROTECTION OF EYES OR EARS; BANDAGES, DRESSINGS OR ABSORBENT PADS; FIRST-AID KITS
A61F2240/00—Manufacturing or designing of prostheses classified in groups A61F2/00Â -Â A61F2/26 or A61F2/82 or A61F9/00 or A61F11/00 or subgroups thereof
A61F2240/001—Designing or manufacturing processes
A—HUMAN NECESSITIES
A61—MEDICAL OR VETERINARY SCIENCE; HYGIENE
A61L—METHODS OR APPARATUS FOR STERILISING MATERIALS OR OBJECTS IN GENERAL; DISINFECTION, STERILISATION OR DEODORISATION OF AIR; CHEMICAL ASPECTS OF BANDAGES, DRESSINGS, ABSORBENT PADS OR SURGICAL ARTICLES; MATERIALS FOR BANDAGES, DRESSINGS, ABSORBENT PADS OR SURGICAL ARTICLES
A61L2430/00—Materials or treatment for tissue regeneration
A61L2430/02—Materials or treatment for tissue regeneration for reconstruction of bones; weight-bearing implants
B—PERFORMING OPERATIONS; TRANSPORTING
B22—CASTING; POWDER METALLURGY
B22F—WORKING METALLIC POWDER; MANUFACTURE OF ARTICLES FROM METALLIC POWDER; MAKING METALLIC POWDER; APPARATUS OR DEVICES SPECIALLY ADAPTED FOR METALLIC POWDER
B22F10/00—Additive manufacturing of workpieces or articles from metallic powder
B22F10/10—Formation of a green body
B22F10/12—Formation of a green body by photopolymerisation, e.g. stereolithography [SLA] or digital light processing [DLP]
B—PERFORMING OPERATIONS; TRANSPORTING
B22—CASTING; POWDER METALLURGY
B22F—WORKING METALLIC POWDER; MANUFACTURE OF ARTICLES FROM METALLIC POWDER; MAKING METALLIC POWDER; APPARATUS OR DEVICES SPECIALLY ADAPTED FOR METALLIC POWDER
B22F10/00—Additive manufacturing of workpieces or articles from metallic powder
B22F10/20—Direct sintering or melting
B22F10/28—Powder bed fusion, e.g. selective laser melting [SLM] or electron beam melting [EBM]
B—PERFORMING OPERATIONS; TRANSPORTING
B22—CASTING; POWDER METALLURGY
B22F—WORKING METALLIC POWDER; MANUFACTURE OF ARTICLES FROM METALLIC POWDER; MAKING METALLIC POWDER; APPARATUS OR DEVICES SPECIALLY ADAPTED FOR METALLIC POWDER
B22F2999/00—Aspects linked to processes or compositions used in powder metallurgy
B—PERFORMING OPERATIONS; TRANSPORTING
B22—CASTING; POWDER METALLURGY
B22F—WORKING METALLIC POWDER; MANUFACTURE OF ARTICLES FROM METALLIC POWDER; MAKING METALLIC POWDER; APPARATUS OR DEVICES SPECIALLY ADAPTED FOR METALLIC POWDER
B22F3/00—Manufacture of workpieces or articles from metallic powder characterised by the manner of compacting or sintering; Apparatus specially adapted therefor ; Presses and furnaces
B22F3/10—Sintering only
B22F3/11—Making porous workpieces or articles
B22F3/1103—Making porous workpieces or articles with particular physical characteristics
B22F3/1118—Making porous workpieces or articles with particular physical characteristics comprising internal reinforcements
Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
Y02P10/00—Technologies related to metal processing
Y02P10/25—Process efficiency
Definitions
the present disclosure relates to the field of orthopaedic implants, and more particularly to methods and systems for designing orthopaedic implants, as well as the implants themselves produced in accordance with such design methods.
elements with intermediate volume fraction are penalized to limit their presence in the final solution.
certain microstructures should be proposed to match those materials in terms of effective elastic properties.
Laser micro-drilling is suggested to create the required micro-porosity, an option that can be used only on the implant surface, not throughout the implant.
Tantalum foam is an excellent material due to its biocompatibility, high volumetric porosity, and modulus of elasticity similar to that of bone.
pure tantalum is chemically deposited on a carbon skeleton. Consequently, the microstructure of a tantalum foam implant has an almost uniform and random distribution of pore shape and size (Bobyn et al., 2004) throughout the implant.
a graded cellular implant for bone replacement having a non-homogeneous distribution of material properties.
the bone replacement implant is defined by a plurality of unit cells.
Each unit cell has a lattice microstructure and a cell topology, either closed and/or open as well as a pore geometry.
the pore geometry is defined by pore size, pore shape and wall thickness.
the cell topology is optimized to ease mass transport conditions that influence cell phenotype, tissue ingrowth, and nutrient settings, as well as exhibiting a predetermined density pattern in the bone implant that is obtained to minimize bone loss and interface failure when implanted.
a method for designing a graded cellular bone implant having non-homogeneous distribution of material properties comprising the steps of: generating a finite element model of the implant comprising a plurality of unit cells defining a lattice microstructure; calculating a homogenized stiffness tensor for each unit cell; determining a homogenous medium for each unit cell having an equivalent homogenized stiffness tensor; determining the average macroscopic strains and stresses on the implant using the homogenized stiffness tensors by conducting a finite element analysis; generating a microscopic stress field for each unit cell using a stress recovery procedure conducted on the determined macroscopic strains and stresses; determining if the microscopic stress field of each unit cell is below a predefined failure criterion, and if so, performing a multiobjective optimization to minimize bone loss and interface failure by optimizing at least one constraint including average porosity, mean pore size and cell wall thickness for each unit cell:
a method for producing a prosthetic graded cellular bone implant having non-homogeneous distribution of material properties comprising the steps of: generating a finite element model of the implant comprising a plurality of unit cells defining a lattice microstructure; calculating a homogenized stiffness tensor for each unit cell; determining a homogenous medium for each unit cell having an equivalent homogenized stiffness tensor; determining the average macroscopic strains and stresses on the implant using the homogenized stiffness tensors by conducting a finite element analysis; generating a microscopic stress field for each unit cell using a stress recovery procedure conducted on the determined macroscopic strains and stresses; determining if the microscopic stress field of each unit cell is below a predefined failure criterion, and if so, performing a multiobjective optimization to minimize bone loss and interface failure by optimizing at least one constraint including average porosity, mean pore size and cell wall thickness for each unit cell; generating a model of the
the bone implant is a hip implant, a knee implant, an elbow implant, a shoulder implant, a wrist implant, an ankle implant or a dental implant.
the porosity of the implant is greater than or equal to 40%.
the mean pore size of the implant is between 50 â m and 800 â m.
the cell wall thickness of each unit cell is between 70 â m and 100 â m.
FIG. 1 is a flow chart in block diagram form illustrating the design methodology for the cell topology and the graded cellular hip implant including the fatigue analysis of the lattice material
FIG. 2( a ) illustrates a flow chart illustrating the design of a graded cellular hip implant minimizing bone resorption and implant interface failure, in accordance with an embodiment
FIG. 2( b ) illustrates the conceptual design for graded cellular bone implant according to an embodiment wherein a three-dimensional view (a), a three-dimensional half-section (b), and a cellular bone element (c) are viewed.
FIG. 3 illustrates the homogenization concept of a cellular structure.
FIG. 4 illustrates a 2D Finite element models of the femur (left) and the prosthesis implanted into the femur (right).
FIG. 5 illustrates a 2D hollow square unit cell for given values of relative density.
FIG. 6 illustrates a curve showing the effective Young's modulus of 2D square lattice versus relative density, where solution points obtained through homogenization theory are fitted with the least squares method.
FIG. 7 illustrates the trade-off distributions of relative density for the optimized cellular implant in accordance with an embodiment.
FIG. 8 illustrates the distribution of bone resorption around (a) fully dense titanium implant, (b) cellular implant with uniform relative density of 50%, (c) graded cellular implant, and (d) an enlarged view of the unit cell having different microscopic stress field.
FIG. 9 illustrates the distribution of local interface failure around (a) fully dense titanium implant, (b) cellular implant with uniform relative density of 50%, (c) graded cellular implant.
FIG. 10 illustrates a polypropylene model of the optimal graded cellular implant in accordance with an embodiment.
FIG. 11 is a mathematical table of the yield surfaces as a function of relative density for square and Kagome unit cells.
FIG. 12 is a table illustrating the comparison of microscopic stress distribution obtained by detailed FEA an AH for the unit cells located at the proximal region and dosed to the implant border.
FIGS. 13( a ) and ( b ) are graphs of the effective elastic constants as a function of relative density for the (a) square and (b) Kagome lattices.
FIGS. 16( a ) and ( b ) are graphs of the yield strength as a function of relative density for (a) square and (b) Kagome.
FIG. 17 is a flow chart illustrating the fatigue design methodology of a graded cellular hip implant.
FIGS. 18( a ) and ( b ) are side and section views of (a) 2D Finite element models of the femur and (b) the prosthesis implanted into the femur.
FIGS. 19( a ) and ( b ) are illustrations of trade-off distributions of relative density for the optimized cellular implant made of (a) square and (b) Kagome lattices.
FIGS. 20( a ) and ( b ) are magnified views of regions used to assess the accuracy and validity the AH model (left and middle) with respect to a detailed FE analysis of a 5 â 5 lattice microstructure (right).
FIGS. 21( a ) and ( b ) are illustrations of (a) 3 â 3 Gauss points in the RVE; (b) superposition of the RVE on the macroscopic mesh of the homogenized model.
FIGS. 22( a ) to ( d ) are graphs of the macroscopic strain distribution (solution B in FIGS. 19( a ) and 19 ( b ) as a result of load case 1 at (a) the proximal part and (b) the border of the square lattice implant, and (c) the proximal part and (d) the border of the Kagome lattice implant.
FIGS. 23( a ) to ( c ) are section views illustrating distribution of bone resorption around (a) fully dense titanium implant, (b) graded cellular implant with square topology (solution B) in FIG. 19( a ). (c) graded cellular implant with Kagome topology (solution B in FIG. 19( b ).
FIGS. 24( a ) to ( c ) are section views illustrating distribution of local shear interface failure f( â ) around (a) fully dense titanium implant, (b) graded cellular implant with square topology (solution B in FIG. 19( a ), ( c ) graded cellular implant with Kagome topology (solution B in FIG. 19( b ).
FIG. 25 is a side view of a prototype hip bone implant polypropylene proof-of-concept of the cellular implant (solution B in FIG. 19( a ).
FIG. 1 the methodology to design a functionally graded cellular implant hip with a lattice microarchitecture that meets the requirements for bone tissue regeneration and mechanical strength is shown. It consists of three parts, described in sequence in the subsequent sections. The first addresses the search for an optimum cell topology, which satisfies the requirements for a successful bone tissue engineering scaffold. This step is illustrated in the upper box of FIG. 1 . The other two, depicted together in the box below, pertain to the design of the lattice material for static and fatigue failure.
the requirements for bone tissue regeneration that are account for in the present methodology include good osteoconductivity, high porosity to facilitate transport of nutrients and metabolic wastes, sufficient mechanical strength to support physiological loading conditions, and appropriate biodegradability (Kang et al., 2010; Hollister, 2005). These attributes are controlled by the pore microarchitecture, in particular by interconnectivity, porosity, pore size as well as pore topology. Pore topology describes geometric properties independent of cell size and shape, as well as invariant to stretching, bending and twisting. The cell architecture affects functional characteristics such as elastic modulus, permeability, and diffusivity (Chu et al., 2002). The latter describes mass transport conditions that in turn influence cell phenotype, tissue ingrowth, and nutrient settings.
the functions of mechanical support and tissue formation are antagonist. For example, while increased porosity and pore size facilitate bone ingrowth, larger pores might weaken the scaffold integrity and thus reduce its mechanical properties.
a match of the elastic modulus of the scaffold to that of the host bone has the undesired effect of penalizing the diffusivity and permeability of the scaffold, which need to be maximized for better cell migration and biological transport (Kang et al., 2010; Hollister, 2005).
the method proposed here solves the challenge of finding trade-off solutions of the pore geometries.
a novel type of implant which in contrast to current known implants made of either a fully solid or a foam material, consists of a lattice microstructure with non-homogeneous distribution of material properties.
a methodology based on multiscale mechanics and design optimization is introduced to synthesize a graded cellular implant that can minimize concurrently bone resorption and implant interface failure.
the method can contribute to the development of a new generation of orthopaedic implants with a graded cellular microstructure that will reduce the clinical consequences of current implants.
the procedure is applied to the design of a 2D left implanted femur with optimized gradients of relative density.
the optimized cellular implant is compared to a fully dense titanium implant and a homogeneous foam implant with a relative density of 50%.
the bone resorption and the maximum value of interface stress of the cellular implant is found to be over 70% and 50% less than the titanium implant while being 53% and 65% less than the foam implant.
a proof-of-concept of the graded cellular implant was fabricated by using rapid prototyping to assess the manufacturability of the design.
Recent advances in additive manufacturing such as Electron-Beam Melting (EBM), Selective Laser Melting (SLM), Stereolithography Apparatus (SLA), and other rapid prototyping techniques, offer the possibility of novel bone-replacement implants with a controlled cellular microstructure (Parthasarathy et al., 2010; Heinl et al., 2008; Stamp et al., 2009; Yang et al., 2002; Murr et al., 2010).
cellular components with tailored microstructures can be built with a high level of quality, accuracy and reliability.
such manufacturing processes are capable of building graded cellular structures.
this feature is an asset for bone-replacement implants since the internal skeleton of the prosthesis can be designed to ease osseointegration as well as to match the local mechanical properties of the femoral bone.
topology, size, and relative density of the unit cell of the implant it is thus possible to: (a) fabricate implants which can provide mechanical properties mimicking those of the host bone; (b) manufacture three-dimensional structures with an interconnected porosity and pore sizes suitable to bone ingrowth and vascularization; and (c) customize implants for each patient by using CT scan data of the patient's bone.
the present disclosure proposes a systematic methodology for the design of bone-replacement implants with improved structural stability.
total hip arthroplasty for example, but not limited to, an implant design with tailored gradients of lattice material that can simultaneously minimize bone resorption and bone-implant interface stress is disclosed.
the procedure that hinges on multiscale mechanics theory and multiobjective optimization is applied to the design of a bidimensional femoral hip implant with optimal graded cellular microstructure. Its biocompatibility performance is discussed herein.
the mechanical properties of a cellular structure depends on the relative density and the geometric parameters of the unit cell, as described, for example, by the expression of the Young's modulus:
E* is the effective Young's modulus of the unit cell
â is the density of the unit cell
E s and â s are the Young's modulus and density of the constitutive material, respectively.
m has a value varying from 1 to 3 as determined by the mechanical failure mode of the unit cell
C is a geometric constant of the unit cell.
FIG. 2 summarizes the procedure 20 proposed here to design a cellular implant with controlled gradients of mechanical properties.
the method 20 integrates a multiscale mechanics approach to deal with the scale-dependent material structure and a multiobjective optimization strategy to handle the conflicting nature of bone resorption and implant interface failure.
the main steps identified by the numbers reported in the flow chart of FIG. 2 are described hereinbelow.
the first step 22 consists in processing CT-scan data of a patient bone to generate 24 a finite element model of the bone.
the design domain of the prosthesis is assumed to possess a 3D lattice microstructure, where the unit cell, i.e. the building block, can be of any arbitrary topology ( FIG. 2 ).
the microscopic parameters of the unit cell geometry and the macroscopic shape of the implant are the design variables of the vector b.
the unit cell is assumed to be locally periodic, and its field quantities, such as stress and strain, to vary smoothly through the implant.
the characteristic length of the unit cell in the cellular implant is assumed to be much smaller than the characteristic length of the macro dimensions of the implant.
the microstructure is replaced 26 with a homogeneous medium whose equivalent mechanical properties, in particular the homogenized stiffness tensor of each unit cell, are calculated through the asymptotic homogenization theory (Guedes et al., 1990; Hassani and Hinton, 1998; Fang et al., 2005; Zienkiewicz and Taylor, 2005).
the homogenized stiffness tensors are then used to construct the stiffness matrix which will be the input to the Finite Element (FE) solver 28 .
FE Finite Element
a stress recovery procedure is used 32 . If the microscopic stress level is below a predefined failure criterion, the macroscopic stresses and strains representing the mechanical behavior of the implant are used to evaluate bone loss (m r (b)) and interface failure (F(b)) 34 .
the constraints are set on the average porosity of the cellular implant â (b), the mean pore size P , and the minimum thickness of cell walls t min . In particular, â (b) â 40% and 50 â m â P â 800 â m are selected to ease bone ingrowth [41, 42].
the thickness of the cell walls is selected to be greater than the minimum resolution t min offered by a given manufacturing process.
t min is 100 â m and 70 â m respectively for SLM and SLA (Yang et al., 2002; Wang, 2005). If the solutions of the optimization have not converged, then the vector b of the design variables is updated to find the set of non-dominated solutions of the Pareto front ( 368 , 38 ). If the unit cell fails at microscale level, the cell walls will be iteratively increased to reduce the microscopic stresses 38 .
the deformation and failure mechanisms of a structure with heterogeneous material can occur at both the macroscopic and microscopic scales.
the heterogeneities are explicitly modeled at the microscale to guarantee high accuracy.
the computational effort can be very lengthy and time-consuming.
the microstructure can be replaced by a homogeneous medium, and the mathematical theory of homogenization can be used to characterize the mechanical behavior of heterogeneous media. As shown in FIG.
a body â â with a periodic microstructure subjected to the traction t at the traction boundary â t , a displacement d at the displacement boundary â d , and a body force f can be replaced by a homogenized body â with the prescribed external and traction boundaries applied to â â , without geometrical details and voids of the local coordinate system.
the homogenized properties and strength of a cellular structure can be obtained by performing either analytical or numerical or experimental approaches. Extensive efforts have been devoted to the derivation of the equivalent mechanical properties by structural analysis (Gibson and Ashby, 1999; Masters and Evans, 1996; Christensen, 2000; Wang and McDowell, 2004; Kumar and McDowell, 2004; Warren and Byskov, 2002; Chen and Huang, 1998). In these studies, the effective moduli and yield strength of a cellular material are generally modeled by assuming that the cell walls flex like beams. Despite the simplicity of this method in calculating the overall mechanical properties, the results are reliable only if the relative density is lower than 0.3 (Wang and Mcdowell, 2004). Furthermore, the actual stress distribution within the unit cell walls cannot be captured.
the asymptotic homogenization method is used in this work to deal with the multiscale analysis of the cellular implant. This technique is applied to calculate the homogeneous stiffness matrix of the unit cell for different values of relative density as well as to determine the microscopic stresses and strains (Guedes and Kituchi, 1990; Zienkiewicz and Taylor, 2005; Hollister and Kikuchi, 1992).
the asymptotic homogenization method has been widely used in topology optimization (Bends â e and Sigmund, 2003; Hassani and Hinton, 1998; D â aaz and Kikuchi, 1992; Suzuki and Kikuchi, 1991; Bends â e and Kikuchi, 1988) and hierarchical design of materials and structures (Coelho et al., 2008; Rodrigues et al., 2002; Gonçalves Coelho et al., 2011; Coelho et al., 2011).
a predefined unit cell topology with parametric geometry is considered as the microstructure of the implant; then, the optimization algorithm searches for the optimum unit cell geometry of the lattice to minimize the antagonist objective functions under a set of constraints.
This procedure is similar to the one developed by Bends â e and Kikuchi (1988) and is not limited to any cell topology.
E ijkl is the local elasticity tensor that depends on the position within the representative volume element, i.e. E ijkl is equal to the elasticity tensor of the material located in the cell walls and it vanishes in the voids.
M ijkl is the local structure tensor, which relates the macroscopic strains ( â ) to the local or microstructural strains ( â ) through the relation:
â ij is the Kronecker delta
â ij â kl is the microstructural strain corresponding to the component kl of macroscopic strain tensor ( â kl ).
â ij â kl is the solution of the following equation:
â ij l ( â ) is the virtual strain.
â kl can be an arbitrary macroscopic strain tensor. Considering the assumption of small deformation and linear material behavior, â kl may be written as a linear combination of unit strains. For a two-dimensional case, the unit strains are defined as:
the first task is to obtain the matrix M ijkl .
the unit strains are applied to each element of the FE model Periodicity of the strain field is ensured by imposing periodic boundary conditions on the RVE edges.
the direct method is selected to derive periodic boundary conditions.
the microscopic strain field ( â ij â kl ) inside the RVE is obtained by solving Eq. (4).
the results are substituted into Eq. (3b) to calculate the local structure tensor M ijkl for each element of the RVE.
the effective stiffness tensor E ijkl ij is obtained by calculating Eq. (2).
the steps described above are used to compute the homogenized stiffness tensor for each unit cell of the cellular hip implant ( FIG. 2 ). These tensors are used to construct the global stiffness matrix for the FE solver to obtain macroscopic stress and strain distribution within bone and implant. The values are then postprocessed to evaluate the objective functions of the multiobjective optimization problem.
the multiobjective optimization problem can be formulated as:
the amount of bone loss around the stem is determined by assessing the amount of bone that is underloaded. Bone can be considered locally underloaded when its local strain energy (U i ) per unit of bone mass ( â ), averaged over n loading cases
the resorbed bone mass fraction m r can be obtained from:
â m r â ( b ) 1 M â â ? â g â ( S â ( b ) ) â â â â V â â ? â indicates text missing or illegible when filed ( 7 )
F(b) is the global interface function index
â i b of is the interface stress at the loading case i, depending on the design variable b
â is the interface area
f( â ihu b ) is the local interface stress function, which is defined based on the multi-axial Hoffman failure criterion (Hoffman, 1967). This function is used to determine where local debonding might occur along the bone-implant interface (Pal et al., 2009).
the probability of local Interface failure f( â ) is given by:
â f â ( â ) 1 S ? â S c â â n 2 + ( 1 S ? - 1 S ? â ) â â n + 1 S ? 2 â â 2 â â ? â indicates text missing or illegible when filed ( 9 )
the bone density distribution can be obtained through a CT-scan data of bone and then used in Eq. (10) to find the effective mechanical properties of the bone, from which the local interface failure is determined via Eq. (9). Finally, the interface failure index, F(b), is evaluated by means of Eq. (8).
FIG. 4 shows the geometry of the left femur considered in this work along with the appropriate loads and boundary conditions.
the grid depicts the domain of the implant to be designed with a lattice material of graded properties.
the load case represent daily static loading during stance phase of walking (Carter et al., 1989).
the distal end of the femur is fixed to avoid rigid body motion.
20 GPa was considered as the Young's modulus of the cortical bone and 1.5 GPa for the proximal bone.
the Poisson's ratio is set to be 0.3.
FIG. 5 shows the unit cell geometry used for the tessellation of the whole implant.
the gradients of material properties are governed by the lattice relative density, which as model variable is controlled by the cell size and wall thickness of the hollow square.
Ti6Al4V which is a biocompatible material commonly used in EBM, was considered. Its mechanical properties are the following: 900 MPa for the yield strength of the solid material, 120 GPa for Young's modulus, and 0.3 for Poisson's ratio.
the procedure or method 20 disclosed herein for the design of a graded cellular implant requires both multiscale analysis and multiobjective optimization, as shown in FIG. 2 .
the variables of the lattice model are the relative densities attributed to 130 sampling points, 26 rows along the prosthetic length and 5 columns along the radial direction, as shown in the right side of FIG. 4 .
the number of sampling points has been chosen to be 130 to limit the computational time required for the analysis and optimization, while providing a reasonable resolution for the relative density distribution. For a more refined density distribution, the number of sample points can be increased. Their values have been constrained in the range 0.1 â 1 to prevent elastic buckling from occurring in the unit cell prior to yielding.
the values of the relative density between the sampling points are obtained through linear interpolation.
the shape of the implant could be included in the vector b as a design variable ( FIG. 2 ).
the functions allow the values of the stiffness for a given relative density assigned to each sample point to be found for the finite element model of the implant. It is noted that the expressions of Young' moduli and Poisson's ratios in the x 1 and x 2 directions do not change since the cell thickness is uniform.
the non-dominated sorting genetic (NSGA-II) algorithm (Deb et al., 2002) is employed to solve the multiobjective optimization problem.
the strain energy within the bone and the stress distribution at the bone-implant interface is then calculated and used in Eqs. (7-8) to evaluate the objective functions.
the initial population is then sorted based on the non-domination front criterion.
a population of solutions, called parents are selected from the current population, based on their rank and crowding distance.
generic operators are applied to the population of parents to create a population of off-springs.
the next population is produced by taking the best solutions from the combined population of parents and off-springs.
the optimization continues until the user-defined number of function evaluations reaches 25000 (Deb et al., 2002).
the stress recovery procedure is applied to verify whether the stresses are admissible.
the average macroscopic strain inside each unit cell is found.
the position of each unit cell within the implant is obtained after imposing a proper cell tessellation, which in this work has been set to be uniform.
the size of the unit cell is selected as small as possible to capture the relative distribution contour with higher resolution.
the square cell sizes for the cell wall thickness of either 70 or 100 â m have been selected respectively as 1.36 and 1.8 mm.
the values of relative density and macroscopic strain at these points are obtained from the relative density distribution and macroscopic strain field. For Gauss points located outside the implant border, the values are linearly extrapolated from those located at the neighboring points inside the implant domain. Using a Gaussian quadrature integration (Zienkiewicz and Taylor, 2005) the average relative density and macroscopic strain of each cell are calculated. The local stress distribution and the yield safety factor of each cell are obtained through the von Mises stress criterion. The procedure is applied to all unit cells of the selected optimal design located on the Pareto frontier and the minimum local safety factor of a cell is specified as design safety factor.
FIG. 7 shows all the optimum solutions, i.e. the relative density distribution, for a hip stem implant with graded cellular material.
the x axis represents the amount of bone resorption for the implanted hip; on the y axis is the interface failure index.
three representative relative density distributions were examined: the extreme points.
a solution B characterized by a 50% weight factor For each solution, in FIG. 7 are given the following performance metrics: bone resorption (m r ), interface failure index (F(b)), maximum interface failure (f( â ) max ), average porosity of each stem ( â ), and design safety factor (SF) after implementing the stress recovery procedure.
the maximum interface failure f( â ) max is included since F(b), which quantifies only the overall effect of the implant stiffness on the interface stresses, is not sufficient to provide information on the probability of failure.
the porosity of solutions A, B, and C is greater than 40%, which is satisfactory for bone ingrowth (Bragdon et al., 2004).
an increase is seen of the implant porosity from point C to A results in an implant stiffness decrease, which on one hand lowers bone loss and on the other hand enhances the risk of interface failure.
solution B is compared to C, a reduction of 8% of bone resorption is noted with a slight increase of the peak value of the interface failure.
solution B a significant increase (60%) of the peak value of interface failure is seen, which is still below the Hoffman failure strength, while a minor reduction (2%) of the amount of bone resorption is demonstrated.
the main benefit of solution A is the maximum porosity of the microstructure that can promote bone ingrowth.
B might be the preferred solution with respect to low bone resorption and interface failure, other parameters should be taken into account for the selection of the best implant. These include patient's bone characteristics, the range of activity, age, and desired level of bone mass preservation after implantation.
the metrics of resorbed bone mass (m r ) and distribution of interface stress (f( â b )) of the optimal solution B were compared with those of i) a currently-used fully dense titanium stem and ii) a cellular implant with a uniformly distributed relative density of 50%.
FIGS. 8 and 9 illustrate the results of the comparison.
the amount of bone resorption calculated through Eq. (7) is 67%, and the interface failure index F(b) obtained from Eq (8) is 1.33.
the maximum value of interface failure (0.51) occurs at the distal end of the implant.
this implant is much stiffer than the surrounding bone, thereby resulting in a higher amount of bone resorption.
the interface shear stress of the titanium implant at the proximal region is also compared with the one obtained by Kowalczyk for a 3D model (Kowalczyk, 2001).
the mean and the maximum values of interface shear stress for the 3D titanium implant in the work by Kowalczyk (2001) are 0.57 and 2.8 MPa, respectively. These values are 0.31 and 2.15 MPa respectively for the titanium implant in this paper.
the contribution to the higher level of shear stress in the 3D model of Kowalczyk is the distribution of shear force on a smaller area.
the implant and bone are bonded only at the proximal region, while in our work the whole bone-implant interface is bonded, which results in a decrease of the mean and the maximum values of interface shear stress.
the cellular implant with uniform relative density of 50% is approximately three times more flexible than the titanium stem.
This implant can qualitatively simulate the behavior of an implant made out of tantalum foam.
the amount of bone resorption and the interface failure index are about 34% and 2.87, respectively, and the interface failure is maximum (0.71) at the edge of proximal region.
the amount of bone resorption decreases by 50%, whereas the maximum interface failure increases about 40%. This shows that a decrease of the implant stiffness with uniform porosity distribution aiming at reducing bone resorption has the undesirable effect of increasing the risk of interface failure at the proximal region. This result confirms the findings of the previous work by Kulper and Huiskes (1992).
FIGS. 8 c and 9 c show the results for the graded cellular implant B.
Its bone resorption and interface failure index are 16% and 1.15 respectively.
the peak value of the local interface failure is 0.25.
both the amount of bone resorption and the interface failure peak decrease by 76% and 50%, respectively.
the decrease of bone resorption and interface failure peak is of 53% and 65%, respectively.
a graded cellular implant with optimized relative density distribution is thus capable of reducing concurrently both the conflicting objective functions.
bone resorption reduces as a result of the cellular material which makes the implant more compliant; the interface stress, on the other hand, is minimized by the optimized gradients of cellular material.
FIG. 10 shows the polypropylene prototype of solution B, which was manufactured with the 3D printer Objet Connex500TM. A uniform tessellation and a square unit cell of 1.8 mm size were assumed to draw the model. The cell geometry was calculated from the average relative density obtained from the method described in this paper. An STL file of the graded cellular Implant, solution B, was finally used for rapid prototyping.
An orthopaedic hip implant is expected to support dynamic forces generated by human activities.
the prosthesis is to be designed for fatigue under high cycle regime.
a methodology has been developed to design a novel hip implant made of a cellular material with a periodic microarchitecture (Khanoki and Pasini, 2012).
this implant is completely porous with a lattice microstructure displaying graded property distribution. The advantage of controlling the microarchitecture is twofold.
the overall implant can be designed to be more compliant, which reduces stress shielding and bone resorption (Behrens et al., 2008; Glassman et al., 2006; Huiskes et al., 1992; Pettersen et al., 2009).
the material porosity can be optimized to also reduce bone-implant interface stresses, thereby lowering implant micromotion. Although encouraging, these results have been obtained by applying a static loading regime to the implant, thus neglecting the impact of an applied cyclic loading that generally boosts the risk of fatigue failure.
porous tantalum has been recently proved to be effective in facilitating bone ingrowth. For this reason, porous tantalum has been lately the object of studies aiming at characterizing its fatigue fracture mechanisms (Sevilla et al., 2007; Zardiackas et al., 2001). Similar to open cellular foams, porous tantalum has a random cellular microstructure which is typically imparted by the manufacturing process, which involves a chemical deposition of pure tantalum on carbon skeleton (Bobyn et al., 2004; Murr et al., 2010; Murr et al., 2009).
the joints are indeed the weakest parts of a cellular material, because stress peaks localize in those regions and thus severely reduce fatigue strength.
the geometry of the cell joints i.e. the locations where the struts converge, is designed to level out any curvature discontinuity (Abad et al., 2012)
the joint strength can be significantly increased, thereby improving the fatigue strength of the cellular material.
AH Asymptotic Homogenization
â ij ( â ) is the virtual strain
â ij kl (u) is the microstructural strain corresponding to the component kl of the macroscopic strain tensor ( â kl )
Y c is the solid part of the cell
E ijkl is the local elasticity tensor.
â â ij E ij â ? â M ? â ? â ? â â _ ? â n â â ? â indicates text missing or illegible when filed ( 4 )
the microscopic stress distribution â ij can, therefore, be related to the multiaxial macroscopic stress â ij by the following relation:
â â ij E ijkl â M k â ? â ? â ( E ? â ? H ) - 1 â â _ ? â ? â â ? â indicates text missing or illegible when filed ( 5 )
â _ ij y â ys max â â â vM â ( â _ ij ) â â â _ ij ( 6 )
â ij y is the yield surface of the unit cell
â yx is the yield strength of the bulk material
â vM (â¢) is the von Mises stress of the microstructure corresponding to the applied macroscopic stress.
the fatigue surface of the unit cell can be obtained through the product of the unit cell yield strength with the ratio of the endurance limit and yield strength of the bulk material as:
â â _ ij ? â _ ij y â â ? â ? â â ? â indicates text missing or illegible when filed ( 7 )
â ij max and â ij min are the multiaxial macroscopic stresses that cause, respectively, the highest and the lowest values of the von Mises stress in the microstructure.
FIG. 13 illustrates the homogenized elastic constants of the cell topologies as a function of relative density.
the effective Young's modulus, shear modulus, and Poisson's ratios converge to the elastic constants of the base solid material as the relative density reaches one.
the Kagome cell topology is elastically isotropic and the square has orthotropic symmetry, the Young's modulus is equal in both x and y directions.
the square cell has a superior elastic stiffness due to the capacity of realigning the cell walls along the loading direction, but it exhibits very low stiffness under shear loading as a result of cell wall bending.
FIGS. 14 and 15 show the yield surfaces normalized with respect to the yield strength of the square and Kagome lattices in the uniaxial and shear loading directions at a given relative density.
FIG. 14 refers to the square lattice for the relative density of 50%
FIG. 15 pertains to the Kagome cell for the relative density of 30%. We selected 30% for the Kagome, because for a 50% relative density the base material almost completely fills the triangular voids, and thus the Kagome structure cannot be realized.
the multiaxial endurance limit of the cell can be obtained by scaling the yield surface with the coefficient given in equation (7).
equation (8) can be inserted into equation (8) for the infinite-life design of cellular structures under multiaxial fatigue loading conditions.
the Table FIG. 11 ) lists the functions along with relative fitting parameters of the yield surfaces for the unit cells here under investigation.
a pyramid with an elliptical base is used to resemble the yield surface.
F xy * ( FIG. 11) governs both the slenderness ratio and the inclination of the major axis of the elliptical base.
FIG. 15( b ) For the Kagome cell ( FIG. 15( b ), the yield surface is approximated by a parallelogram, and m 1 and m 2 ( FIG. 11) are the slopes of the parallelogram lines, expressed as a function of the relative density.
the parameters â xx y , â yy y , â xy y ( FIG. 11 ) are the yield strength of the unit cell under uni-axial and shear stresses.
FIGS. 16( a ) and 16 ( b ) show the variation of the yield strength as a function of relative density. When the material is fully dense, the yield strength is equal to that of its solid material.
a common feature in the plots of FIG. 16 is the abrupt decrease of the effective yield strength for decreasing values of relative density.
FIG. 17 illustrates the methodological steps to design a graded cellular implant for infinite fatigue life.
the approach combines multiscale mechanics and multiobjective optimization.
the former deals with the scale-dependent material structure, where the local problem of the RVE is first solved, and then the effective elastic moduli and yield strength are obtained and used as homogenized properties of the macroscopic model of the implant.
the latter handles the conflicting nature of bone resorption and implant interface stress.
a fatigue failure theory can thus be embedded in the procedure to design the implant for infinite fatigue life.
FIG. 17 A brief description of the main steps identified by the numbers in the flowchart is given in FIG. 17 .
f( â ) is defined as the interface failure caused by shear stress, and is expressed as
the values of mean porosity and pore size are selected to ensure bone ingrowth (Bragdon et al., 2004; Harrysson et al., 2008), and the minimum thickness of the cell walls is determined by the resolution of the manufacturing process, i.e. the manufacturing limits.
FIG. 18( a ) shows the geometry of the femur considered in this work along with the applied loads and boundary conditions.
CT scan data of a 38-year-old male obtained through the visible human project (VHP) database of the national library of medicine (NLM, USA), is used to construct the 3D model of the femur.
the mid-frontal section of the femur is considered for the 2D model geometry.
a side plate is also considered for the 2D model.
the 2D model and the side plate have variable thickness such that the second moment of area about the out-of-plane axis of the 2D model does not differ from that of the 3D model (Huiskes et al., 1987; Weinans et al., 1992).
the apparent density â for each element of the FE model is then determined by the Hounsfield value (HU) measured from CT data.
HU Hounsfield value
a linear relation between HU and apparent density is considered, where the maximum value of HU corresponds to the most dense region of the cortical bone, where the maximum value of apparent density is 2.0 g/cm 3 , and HU value of water and its apparent density are equal to zero. From the apparent density distribution, the effective elastic moduli of bone are obtained through the relation (Austman et al., 2008; Baca et al., 2008; Peng et al., 2006):
An isotropic material model is considered for the bone, as this simplification does not lead to a noticeable difference from those results obtained by assigning orthotropic material property to the bone (Baca et al., 2008; Peng et al., 2006).
the distal end of the femur is fixed to avoid rigid body motion, and three loading cases. 1, 2, and 3, representing the cyclic load during walking movements are applied to the hip joint and the abductor (Carter et al., 1989; Pérez et al., 2010; Weinans et al., 1992).
the magnitudes and the direction of the hip joint (the abductor) forces are, respectively, for the different load cases: 1) 2317 N at 24° from vertical (702 N at 28° from vertical), 2) 1158 N at 15° from vertical (351 N at 8° from vertical), 3) 1548 N at 56° from vertical (468 N at 35° from vertical).
ANSYS Canonsburg, Pa. U.S.A
a 2D eight-node element type (Plane 82) is used since it can model curved boundaries with high accuracy.
FIG. 18( b ) illustrates the model of a cementless prosthesis implanted into the femur.
the grid depicts the domain of the implant to be designed with a functionally graded lattice material.
the variable of the lattice model is the relative density attributed to 115 sampling points, 23 rows along the prosthetic length and 5 columns along the radial direction.
the values of relative density are constrained in the range 0.1 â 1 to prevent elastic buckling in the unit cell from occurring prior to yielding (Wang and McDowell, 2004).
the relative density distribution throughout the implant is obtained by linear interpolation between the corresponding values at the sampling points.
the homogenized stiffness matrix and the yield surfaces of each element are then computed from those values respectively illustrated in FIG. 11 .
the former is employed to assemble the global stiffness matrix for the Finite Element (FE) solver, and the latter is used to construct the Soderberg diagram for fatigue analysis.
FE Finite Element
the implant Since the implant is designed to have a cellular microstructure with suitable pore size for bone ingrowth, it is assumed that the prosthesis and the surrounding bone are fully bonded (Khanoki and Pasini, 2012; Kowalczyk, 2001). This choice significantly decreases the computational cost required for the stability analysis based on a non-linear frictional contact model (Viceconti et al., 2000). Although bone ingrowth does not exist in a postoperative situation, it can appear later, if local mechanical stability is guaranteed. It is expected, however, that the minimization of interface stress reduces the risk of interface micromotion and instability (Kowalczyk, 2001).
Ti6Al4V Parthasarathy et al., 2010
EBM Electron Beam Melting
the procedure illustrated in section 3 is applied for the fatigue design of the implant after having calculated the yield and fatigue strengths of the microstructure, as described in section 2.
the non-dominated sorting genetic (NSGA-II) algorithm (Deb et al., 2002) is here used.
NSGA-II non-dominated sorting genetic
parents Once the initial population is evaluated, a set of solutions, called parents, are selected based on their rank and crowding distance. Genetic operators are then applied to the population of parents to create a population of off-springs. Finally, the next population is produced by taking the best solutions from the combined population of parents and off-springs.
the optimization continues until the user-defined number of function evaluations reaches 25000 (Deb et al., 2002).
the computational cost required to run the optimization process in a single 2.4 GHz Intel processor was about 300,000 CPU seconds, 3 and a half days. Parallel computing with a PC cluster will considerably reduce the computational time, since each function evaluation can be performed independently.
FIGS. 19( a ) and 19 ( b ) show all the optimum relative density distributions for a hip stem implant designed with square and Kagome cell topologies.
the x axis represents the amount of bone resorption for the implanted hip, and on the y axis is the interface failure index.
Kagome is a stretching dominated cell with higher mechanical strength compared to the square cell for a given relative density. This provides a wider range of relative density for the optimization search to choose the design variable from, and control the stress distribution at the interface. Moreover, lower values of relative density can be selected to increase the implant flexibility and reduce bone resorption.
mechanical strength other physical parameters, such as pore shape, interconnectivity, permeability and diffusivity of the unit cell, should be taken into account for the selection of a proper lattice cell for bone tissue scaffolding (Hollister, 2005; Hollister et al., 2008; Kang et al., 2010; Reilly and Engler, 2010; Van Bael et al., 2012). Further research is required in the near future to address these aspects.
AH is applied for the multiscale analysis of the cellular implants.
this method is quite effective in computing the stress and strain distribution at each scale, its accuracy needs to be investigated especially at regions where the underlying assumption, Y-periodicity of field quantities, is not satisfied. This can include regions with a high gradient of field quantities or in the vicinity of borders (Dumontet, 1986; Ghosh et al., 2001; Lefik and Schrefler, 1996; Raghavan and Ghosh, 2004; Takano et al., 2003; Yuan and Pagano, 2003).
the multilevel computational method can be used for the analysis of these critical regions (Ghosh et al., 2001; Raghavan and Ghosh, 2004).
This method decomposes the computational domain into two levels of hierarchy: a) the detailed cellular microstructure and b) the homogenized medium.
the region of interest composed of a cellular microstructure, is modeled by a fully detailed FE analysis; to assess the validity of the periodicity assumption the FE results are compared with those obtained from the homogenization method.
the following criterion can be defined to measure the departure from the periodicity conditions:
the function F is a function of ( â ij , â ij ) and can be defined, for example, as the average of the microscopic stress over the RVE.
the superscript FEA refers to the evaluation of the function F via a detailed finite element analysis of a given microstructure.
the macroscopic displacement solution obtained from the homogenized model, is imposed on the unit cell boundary of the detailed FE model, and the stress and strain distribution within the microstructure is obtained.
the superscript RVE corresponds to the computation of F for each RVE through the imposition to the unit cell of a macroscopic strain with periodic boundary conditions.
a) the average and b) the maximum value of von Mises stress over the unit cell are considered respectively to evaluate the validity of the periodicity condition at macroscale, and to assess the accuracy of AH in capturing the yield strength of the microstructure.
FIG. 20 illustrates the macroscopic von Mises stress distribution throughout the square and Kagome lattice implants associated with the loading condition number 1 applied to the hip joint.
the mesh of the macroscopic elements at the vicinity of the implant border has been refined to capture the interface stresses with a higher resolution.
the stress and relative density distribution, shown in FIG. 20 corresponds to the solutions B in FIG. 19 .
the microstructures need to be constructed at the specified regions.
a 2 â 2 mm size is selected to satisfy the manufacturing constraint (t min â 0.1 mm for â 0.1) and to uniformly tessellate the regions with a 5 â 5 cells block,
the RVE has a rectangular shape with the same cell size as the square in the x direction.
â ij and W ij are the relative density and weight factors at each Gauss point, respectively.
the relative density at each Gauss point is obtained with respect to its local coordinates within the macroscopic element of the homogenized model ( FIG. 21 ).
the cell geometry can be constructed for both the square and Kagome lattices, as depicted in FIG. 20 .
the displacement of the macroscopic solution is then imposed on the boundary of the cells block (Raghavan and Ghosh, 2004), so as to calculate the stress distribution of the microstructure.
the average and the maximum von Mises stress for the unit cells is then computed and used in equation (13) to assess the validity and accuracy of the AH results.
FIG. 22 illustrates the macroscopic strains distribution, â xx , â yy , â xy , over the regions proximal and closed to the boundary of the square and Kagome lattice implants.
the average macroscopic strain for each unit cell is computed; the strain tensor is used in equation (2) to obtain the microscopic strain distribution throughout the microstructure, from which the microscopic stresses are calculated via the constitutive equation of the base material.
the microscopic stress distribution of the unit cell located at the center of the block is compared with those obtained from a detailed FEA.
the stress distribution within the cell in the middle of the first column of FIG. 8 is considered.
the von Mises stress distribution of the unit cells, obtained by AH and by detailed FE analysis, are given in the Table ( FIG. 12 ).
the average and the maximum value of von Mises stress over the unit cells obtained by AH are also compared with the detailed FE analysis, and the relative errors, defined by equation (13), are illustrated in FIG. 12 .
the stress distribution at the microscopic level can be captured with a reasonable accuracy, particularly for those cells located in the middle of the block.
the average and the maximum value of von Mises stress can be estimated with an error of 0.98% and 7.1%, respectively.
a higher relative error for the microscopic stresses is anticipated as the Y-periodic assumption is not satisfied.
the relative error for the average and the maximum von Mises stress for the Kagome lattice located at the implant boundary is 3.8% and 18.6%, respectively.
FIG. 23( a ) shows that for a fully dense implant, bone mass loss is about 71.4%.
This initial postoperative configuration of bone loss is in good agreement with that in literature (Huiskes et al., 1992; Weinans et al., 1992).
a high amount of bone resorption is found throughout the medial and lateral part of the femur around the fully dense stem.
the amount of initial postoperative bone loss of the square and Kagome lattice implants decreases, respectively, by 53.8% and 58%. This shows that the design of a flexible implant through a graded cellular material has the beneficial effect of improving the load-sharing capacity of the implant with the surrounding bone, thereby reducing bone resorption.
FIG. 24 shows the distribution of the local shear interface failure, f( â ), around the fully dense titanium, square and Kagome lattice implants.
f( â ) the maximum value of interface failure caused by any of three loading cases. Since the function f( â ) is the interface shear stress normalized with respect to the local shear strength of the bone, high probability of interface failure is expected for f( â ) â 1, whereas for f( â ) â 1 the risk of interface failure is low.
the maximum value of shear interface failure occurs at the distal end with magnitude of 0.96. This means that the shear stress is almost equal to the shear strength of the host bone, which may cause interface micromotion and prevent bone ingrowth.
the maximum shear interface failure reduces significantly of about 79% to 0.19 and 0.2, respectively.
An optimized graded distribution of the cellular microarchitecture can reduce the stress distribution at the implant interface.
the interface shear stress of fully dense titanium implant is also compared with those obtained in literature (Kuiper and Huiskes, 1992; 1996). We have that the interface shear stress varies from 3.8 MPa at the proximal region to the maximum value of 42 MPa at the distal end, which is in good agreement with the stress regime available in (Kuiper and Huiskes, 1992; 1996).
the fatigue analysis of the fully dense titanium implant shows that its safety factor is 4.95. Although this value is about two times higher than the corresponding value of the Kagome lattice implant, a safety factor of 2.3 for Kagome lattice implant can be still considered as a reasonably safe margin for the design against fatigue fracture.
a lattice with smooth cell geometry could be considered (Abad et al., 2012), or the implant core can be designed as fully dense.
FIG. 25 shows the proof-of-concept implant with a uniform tessellation of unit cells with 2 mm size. Using the projection of the cell geometry in a 2D plane, the average relative density of each cell was computed from the method described above. The cubic cells with a uniform wall thickness were then used as a building block to construct the implant. Finally, an STL file of the graded cellular implant was used for rapid prototyping.
the supporting material deposited during the manufacturing process was washed out with a water jet, and a graded cellular implant with interconnected porosity respecting bone ingrowth requirements was fabricated. No sign of fracture or incomplete cell walls was observed, showing the structural integrity of the cellular implant.
a hip-joint implant with a graded lattice material can improve the load sharing capacity of the implant with the surrounding bone tissues as well as decrease the amount of bone resorption.
the implant microstructure has been designed against fatigue fracture to support cyclic loads in the hip joint.
Asymptotic homogenization has been used for the multiscale analysis of the structure to obtain the stress distribution at the macro and micro scale, while the Soderberg fatigue criterion has been integrated in the procedure to design the implant for infinite fatigue life. The numerical results obtained have been validated via a detailed FE analysis.
Landscapes
Health & Medical Sciences (AREA)
Engineering & Computer Science (AREA)
Veterinary Medicine (AREA)
Public Health (AREA)
General Health & Medical Sciences (AREA)
Animal Behavior & Ethology (AREA)
Life Sciences & Earth Sciences (AREA)
Oral & Maxillofacial Surgery (AREA)
Orthopedic Medicine & Surgery (AREA)
Chemical & Material Sciences (AREA)
Transplantation (AREA)
Manufacturing & Machinery (AREA)
Theoretical Computer Science (AREA)
Physics & Mathematics (AREA)
Vascular Medicine (AREA)
Heart & Thoracic Surgery (AREA)
Biomedical Technology (AREA)
Cardiology (AREA)
Epidemiology (AREA)
Materials Engineering (AREA)
Evolutionary Computation (AREA)
Computer Hardware Design (AREA)
General Physics & Mathematics (AREA)
Geometry (AREA)
General Engineering & Computer Science (AREA)
Dermatology (AREA)
Medicinal Chemistry (AREA)
Dispersion Chemistry (AREA)
Mechanical Engineering (AREA)
Dentistry (AREA)
Prostheses (AREA)
Architecture (AREA)
Software Systems (AREA)
Abstract
A methodology integrating multiscale analysis and design optimization to design a novel bone replacement implant made of a functionally graded cellular material that meets fatigue requirements imposed by cyclic loadings. The pore microarchitecture, described by interconnectivity, porosity, pore size as well as pore topology, is optimally designed for tissue regeneration and mechanical strength. The method can contribute to the development of a new generation of bone replacement implants with a graded cellular microstructure.
Description
CROSS-REFERENCE TO RELATED APPLICATIONS
This application is a continuation of International Patent Application No. PCT/CA2012/001191 filed Dec. 21, 2012 which claims priority on U.S. Provisional Application No. 61/579,758 filed Dec. 23, 2011, the contents of both of which are incorporated herein by reference.
TECHNICAL FIELD
The present disclosure relates to the field of orthopaedic implants, and more particularly to methods and systems for designing orthopaedic implants, as well as the implants themselves produced in accordance with such design methods.
BACKGROUND
Revision surgeries of total hip arthroplasty are often caused by a deficient mechanical biocompatibility of the implant. Mechanical biocompatibility is a general term that refers to the ability of the implant to harmonize its mechanical properties with those of the host bone. Two main culprits, among others, for revision surgery are bone-implant interface instability and bone resorption.
Current orthopedic prostheses are generally made of uniform density, homogenous material such as 316L stainless steel, cobalt chromium alloys, titanium-based alloys and tantalum. Over the last few decades, the design of the orthopedic prostheses has been improved to achieve long-term fixation and easy osseointegration. Although technological advances have made current total hip arthroplasty successful, over 13% of the hip prostheses still require revision surgeries as a result of bone resorption and aseptic loosening of the implant (Kurtz et al., 2007). Revision surgery is a much more complex procedure than the first total hip arthroplasty (THA) due to bone degradation around the first implant. Bone degradation compromises bone ability to adequately secure the new implant.
Although patient-related factors, such as sickle cell anaemia (Vichinsky et al., 1999), poor bone quality (Kobayashi et al., 2000), and high body mass index may predispose the patient to prosthetic failures, mechanical rather than medical factors are major causes of implant failure (Kowalcyk, 2001).
Current orthopaedic implants are generally stiffer than the bone adjacent to the prosthesis. Due to its stiffness, an implant prevents the applied stress from being transferred to the adjacent bone, thereby resulting in bone resorption around the implant. This weakens the implant support, which leads to bone fracture and implant loosening. Over the last three decades, alternative implant designs have been proposed to reduce stress shielding and minimize the associated clinical consequences (Glassman et al., 2006). Recent implant designs have only been partially successful, as the solution of one problem has given rise to another one. For example, to overcome the mismatch between a stiff stem and the adjacent bone, composite and isoelastic hip stems were introduced (Adam et al., 2002; Trebse et al., 2005). The results of these studies showed an undesired increase of the shear stress between the implant and the bone, an outcome that increases the risk of interface motion (Harvey et al., 1999; Huiskes et al., 1992). These attempts help elucidate the conflicting nature of stress shielding and bone-implant interface stability, which remain a major challenge.
The conflict existing between stress shielding and interface shear stress have been identified in the seminal work of Kuiper and Huiskes (1992; 1997), who attempted to find a trade off design of a bidimensional hip implant. They showed that one solution to this issue is an implant whose material properties vary locally throughout the structure. A non-homogeneous distribution of elastic properties within the hip stem could contribute to minimizing the probability of interface failure while concurrently limiting the amount of bone loss. In their approach, however, the solution of the multi-objective problem has been simplified, reformulated and solved with a single objective optimization strategy. As a result the whole set of trade-off designs could not have been captured. Hedia et al. (2006; 2004) attempted to reconcile the conflicting nature of these objective functions by proposing to use three bioactive materials: hydroxyapatite, bioglass, and collagen, to design a graded cementless hip stem. Although their implant design reduced bone resorption and bone-implant interface stresses, the use of such bioactive materials have limitations due to their brittleness and insufficient strength when applied to load-bearing applications (Watari et al., 1997; Katti, 2004; Thompson and Hench, 1998). In a more recent study, Fraldi et al. (2010) applied a maximum stiffness topological optimization strategy to re-design a hip prostheses with the goal of reducing stress shielding in the femur. According to this method, elements with intermediate volume fraction (between 0 and 1) are penalized to limit their presence in the final solution. For regions with intermediate relative density, certain microstructures should be proposed to match those materials in terms of effective elastic properties. Laser micro-drilling is suggested to create the required micro-porosity, an option that can be used only on the implant surface, not throughout the implant.
Other advances in total hip replacement have used a microstructural material over a fully dense material. Hip implants with porous tantalum have been proposed in knee and hip replacement surgery (Bobyn et al., 2004). Tantalum foam is an excellent material due to its biocompatibility, high volumetric porosity, and modulus of elasticity similar to that of bone. To create the tantalum foam, pure tantalum is chemically deposited on a carbon skeleton. Consequently, the microstructure of a tantalum foam implant has an almost uniform and random distribution of pore shape and size (Bobyn et al., 2004) throughout the implant. These material characteristics, however, have been demonstrated incapable of solving the conflicting nature of the physiological phenomena occurring in an implant (Kuiper and Huiskes, 1992; 1997). Whereas the reduced stiffness of the foam decreases bone resorption, the uniform distribution of cells has the undesired effect of increasing the interface stresses.
Therefore, there is a need for improved methods and systems for designing orthopaedic implants, and for improved implants designed by such methods.
SUMMARY
According to a broad aspect of the present invention there is provided a graded cellular implant for bone replacement having a non-homogeneous distribution of material properties. The bone replacement implant is defined by a plurality of unit cells. Each unit cell has a lattice microstructure and a cell topology, either closed and/or open as well as a pore geometry. The pore geometry is defined by pore size, pore shape and wall thickness. The cell topology is optimized to ease mass transport conditions that influence cell phenotype, tissue ingrowth, and nutrient settings, as well as exhibiting a predetermined density pattern in the bone implant that is obtained to minimize bone loss and interface failure when implanted.
In accordance with a first aspect, there is provided a method for designing a graded cellular bone implant having non-homogeneous distribution of material properties comprising the steps of: generating a finite element model of the implant comprising a plurality of unit cells defining a lattice microstructure; calculating a homogenized stiffness tensor for each unit cell; determining a homogenous medium for each unit cell having an equivalent homogenized stiffness tensor; determining the average macroscopic strains and stresses on the implant using the homogenized stiffness tensors by conducting a finite element analysis; generating a microscopic stress field for each unit cell using a stress recovery procedure conducted on the determined macroscopic strains and stresses; determining if the microscopic stress field of each unit cell is below a predefined failure criterion, and if so, performing a multiobjective optimization to minimize bone loss and interface failure by optimizing at least one constraint including average porosity, mean pore size and cell wall thickness for each unit cell: generating a model of the graded cellular bone implant combining the optimized microscopic stress field of each unit cell.
There is also provided a method for producing a prosthetic graded cellular bone implant having non-homogeneous distribution of material properties comprising the steps of: generating a finite element model of the implant comprising a plurality of unit cells defining a lattice microstructure; calculating a homogenized stiffness tensor for each unit cell; determining a homogenous medium for each unit cell having an equivalent homogenized stiffness tensor; determining the average macroscopic strains and stresses on the implant using the homogenized stiffness tensors by conducting a finite element analysis; generating a microscopic stress field for each unit cell using a stress recovery procedure conducted on the determined macroscopic strains and stresses; determining if the microscopic stress field of each unit cell is below a predefined failure criterion, and if so, performing a multiobjective optimization to minimize bone loss and interface failure by optimizing at least one constraint including average porosity, mean pore size and cell wall thickness for each unit cell; generating a model of the graded cellular implant combining the optimized microscopic stress field of each unit cell; and producing the prosthetic graded cellular bone implant from the model of the graded cellular implant.
In an embodiment, the bone implant is a hip implant, a knee implant, an elbow implant, a shoulder implant, a wrist implant, an ankle implant or a dental implant. In another embodiment, the porosity of the implant is greater than or equal to 40%. In a further embodiment, the mean pore size of the implant is between 50 μm and 800 μm. In another embodiment, the cell wall thickness of each unit cell is between 70 μm and 100 μm.
BRIEF DESCRIPTION OF THE DRAWINGS
Reference will now be made to the accompanying drawings.
FIG. 1 is a flow chart in block diagram form illustrating the design methodology for the cell topology and the graded cellular hip implant including the fatigue analysis of the lattice material
FIG. 2( a) illustrates a flow chart illustrating the design of a graded cellular hip implant minimizing bone resorption and implant interface failure, in accordance with an embodiment; FIG. 2( b) illustrates the conceptual design for graded cellular bone implant according to an embodiment wherein a three-dimensional view (a), a three-dimensional half-section (b), and a cellular bone element (c) are viewed.
FIG. 3 illustrates the homogenization concept of a cellular structure.
FIG. 4 illustrates a 2D Finite element models of the femur (left) and the prosthesis implanted into the femur (right).
FIG. 5 illustrates a 2D hollow square unit cell for given values of relative density.
FIG. 6 illustrates a curve showing the effective Young's modulus of 2D square lattice versus relative density, where solution points obtained through homogenization theory are fitted with the least squares method.
FIG. 7 illustrates the trade-off distributions of relative density for the optimized cellular implant in accordance with an embodiment.
FIG. 8 illustrates the distribution of bone resorption around (a) fully dense titanium implant, (b) cellular implant with uniform relative density of 50%, (c) graded cellular implant, and (d) an enlarged view of the unit cell having different microscopic stress field.
FIG. 9 illustrates the distribution of local interface failure around (a) fully dense titanium implant, (b) cellular implant with uniform relative density of 50%, (c) graded cellular implant.
FIG. 10 illustrates a polypropylene model of the optimal graded cellular implant in accordance with an embodiment.
FIG. 11 is a mathematical table of the yield surfaces as a function of relative density for square and Kagome unit cells.
FIG. 12 is a table illustrating the comparison of microscopic stress distribution obtained by detailed FEA an AH for the unit cells located at the proximal region and dosed to the implant border.
FIGS. 13( a) and (b) are graphs of the effective elastic constants as a function of relative density for the (a) square and (b) Kagome lattices.
FIGS. 14( a) to (d) illustrate the yield surface of a square cell topology under combined multiaxial macroscopic stress state ( Ï xx, Ï yy and Ï xy) for a relative density Ï=50%.
FIGS. 15( a) to (d) illustrate the yield surface of a Kagome cell topology under combined multiaxial macroscopic stress state ( Ï xx, Ï yy and Ï xy) for a relative density p=30%.
FIGS. 16( a) and (b) are graphs of the yield strength as a function of relative density for (a) square and (b) Kagome.
FIG. 17 is a flow chart illustrating the fatigue design methodology of a graded cellular hip implant.
FIGS. 18( a) and (b) are side and section views of (a) 2D Finite element models of the femur and (b) the prosthesis implanted into the femur.
FIGS. 19( a) and (b) are illustrations of trade-off distributions of relative density for the optimized cellular implant made of (a) square and (b) Kagome lattices.
FIGS. 20( a) and (b) are magnified views of regions used to assess the accuracy and validity the AH model (left and middle) with respect to a detailed FE analysis of a 5Ã5 lattice microstructure (right).
FIGS. 21( a) and (b) are illustrations of (a) 3Ã3 Gauss points in the RVE; (b) superposition of the RVE on the macroscopic mesh of the homogenized model.
FIGS. 22( a) to (d) are graphs of the macroscopic strain distribution (solution B in FIGS. 19( a) and 19(b) as a result of load case 1 at (a) the proximal part and (b) the border of the square lattice implant, and (c) the proximal part and (d) the border of the Kagome lattice implant.
FIGS. 23( a) to (c) are section views illustrating distribution of bone resorption around (a) fully dense titanium implant, (b) graded cellular implant with square topology (solution B)
|
||||||
correct_foundationPlace_00077
|
FactBench
|
3
| 36
|
https://jwoodscience.springeropen.com/articles/10.1007/s10086-010-1151-0
|
en
|
Three-dimensional finite element analysis of the Japanese traditional post-and-beam connection
|
https://media.springernature.com/full/springer-static/cover-hires/journal/10086
|
https://media.springernature.com/full/springer-static/cover-hires/journal/10086
|
[
"https://pubads.g.doubleclick.net/gampad/ad?iu=/270604982/springer_open/jwoodscience/articles&sz=728x90,970x90&pos=LB1&doi=10.1007/s10086-010-1151-0&type=article&kwrd=Three-dimensional finite element model,Nailed connection,Wood mechanical properties&pmc=L22032,Z00000,Z17000&",
"https://jwoodscience.springeropen.com/static/images/springeropen/logo-springer-open-d04c3ea16c.svg",
"https://pubads.g.doubleclick.net/gampad/ad?iu=/270604982/springer_open/jwoodscience/articles&sz=300x250&pos=MPU1&doi=10.1007/s10086-010-1151-0&type=article&kwrd=Three-dimensional finite element model,Nailed connection,Wood mechanical properties&pmc=L22032,Z00000,Z17000&",
"https://jwoodscience.springeropen.com/track/article/10.1007/s10086-010-1151-0",
"https://jwoodscience.springeropen.com/static/images/logo-springernature-acb40b85fb.svg"
] |
[] |
[] |
[
""
] | null |
[
"Jung-Pyo",
"J. David"
] |
2011-01-04T00:00:00
|
A three-dimensional finite solid element model for Japanese traditional post-and-beam connections was developed using the wood foundation method, which employed the concept of a beam on a nonlinear foundation. The wood foundation in the model was a three-dimensionally prescribed zone surrounding a nail shank in order to address the intricate wood crushing behavior induced by nail slip. Material models for the wood members and the foundation were developed based on the transversely isotropic plasticity from the software package ANSYS. The Japanese post-and-beam connection modeled was a ten-nail multiple connection with a mortise and tenon joint and is called the CPT (Corner Plate, T-shaped) connection. Details of the model development are presented. As a feasibility study, blind predictions of the model were compared with available connection test data and showed good results for predicting the progress of the load-deformation relations in three dimensions. However, the limitation of the model was found in simulating fracture failures such as wood splitting or nail tear-out from the wood. Model applications and the need for model improvement are discussed.
|
en
|
/static/img/favicons/darwin/apple-touch-icon.png
|
SpringerOpen
|
https://jwoodscience.springeropen.com/articles/10.1007/s10086-010-1151-0
|
A three-dimensional finite solid element model for Japanese traditional post-and-beam connections was developed using the wood foundation method, which employed the concept of a beam on a nonlinear foundation. The wood foundation in the model was a three-dimensionally prescribed zone surrounding a nail shank in order to address the intricate wood crushing behavior induced by nail slip. Material models for the wood members and the foundation were developed based on the transversely isotropic plasticity from the software package ANSYS. The Japanese post-and-beam connection modeled was a ten-nail multiple connection with a mortise and tenon joint and is called the CPT (Corner Plate, T-shaped) connection. Details of the model development are presented. As a feasibility study, blind predictions of the model were compared with available connection test data and showed good results for predicting the progress of the load-deformation relations in three dimensions. However, the limitation of the model was found in simulating fracture failures such as wood splitting or nail tear-out from the wood. Model applications and the need for model improvement are discussed.
|
||
correct_foundationPlace_00077
|
FactBench
|
3
| 37
|
https://www.science.gov/topicpages/c/code%2Bansys%2Bcfx.html
|
en
|
code ansys cfx: Topics by Science.gov
|
[
"https://www.science.gov/scigov/desktop/en/images/SciGov_logo.png"
] |
[] |
[] |
[
""
] | null |
[] | null |
en
| null |
Aerodynamic Analysis of a Canard Missile Configuration using ANSYS-CFX
DTIC Science & Technology
2011-12-01
OF A CANARD MISSILE CONFIGURATION USING ANSYS - CFX by Hong Chuan Wee December 2011 Thesis Advisor: Maximilian Platzer Second Reader...DATES COVERED Masterâs Thesis 4. TITLE AND SUBTITLE Aerodynamic Analysis of a Canard Missile Configuration using ANSYS - CFX 5. FUNDING NUMBERS 6...distribution is unlimited 12b. DISTRIBUTION CODE 13. ABSTRACT (maximum 200 words) This study used the Computational Fluid Dynamics code, ANSYS - CFX to
Aerodynamic Analysis of the M33 Projectile Using the CFX Code
DTIC Science & Technology
2011-12-01
is unlimited 12b. DISTRIBUTION CODE A 13. ABSTRACT (maximum 200 words) The M33 projectile has been analyzed using the ANSYS CFX code that is based...analyzed using the ANSYS CFX code that is based on the numerical solution of the full Navier-Stokes equations. Simulation data were obtained...using the CFX code. The ANSYS - CFX code is a commercial CFD program used to simulate fluid flow in a variety of applications such as gas turbine
Numerical simulations of LNG vapor dispersion in Brayton Fire Training Field tests with ANSYS CFX.
PubMed
Qi, Ruifeng; Ng, Dedy; Cormier, Benjamin R; Mannan, M Sam
2010-11-15
Federal safety regulations require the use of validated consequence models to determine the vapor cloud dispersion exclusion zones for accidental liquefied natural gas (LNG) releases. One tool that is being developed in industry for exclusion zone determination and LNG vapor dispersion modeling is computational fluid dynamics (CFD). This paper uses the ANSYS CFX CFD code to model LNG vapor dispersion in the atmosphere. Discussed are important parameters that are essential inputs to the ANSYS CFX simulations, including the atmospheric conditions, LNG evaporation rate and pool area, turbulence in the source term, ground surface temperature and roughness height, and effects of obstacles. A sensitivity analysis was conducted to illustrate uncertainties in the simulation results arising from the mesh size and source term turbulence intensity. In addition, a set of medium-scale LNG spill tests were performed at the Brayton Fire Training Field to collect data for validating the ANSYS CFX prediction results. A comparison of test data with simulation results demonstrated that CFX was able to describe the dense gas behavior of LNG vapor cloud, and its prediction results of downwind gas concentrations close to ground level were in approximate agreement with the test data. Copyright © 2010 Elsevier B.V. All rights reserved.
Application of ANSYS Workbench and CFX at NASA's John C. Stennis Space Center
NASA Technical Reports Server (NTRS)
Woods, Jody L.
2007-01-01
This viewgraph presentation reviews the overall work of the Stennis Space Center, with particular attention paid to the systems analysis and modeling being done with ANSYS Workbench and CFX. Examples of the analyses done with ANSYS Workbench and CFX and planned analyses are reviewed.
Simulation of vortex-induced vibrations of a cylinder using ANSYS CFX
NASA Astrophysics Data System (ADS)
Izhar, Abu Bakar; Qureshi, Arshad Hussain; Khushnood, Shahab
2014-08-01
In this paper, vortex-induced vibrations of a cylinder are simulated by use of ANSYS CFX simulation code. The cylinder is treated as a rigid body and transverse displacements are obtained by use of a one degree of freedom spring damper system. 2-D as well as 3-D analysis is performed using air as the fluid. Reynolds number is varied from 40 to 16000 approx., covering the laminar and turbulent regimes of flow. The experimental results of (Khalak and Williamson, 1997) and other researchers are used for validation purposes. The results obtained are comparable.
CFD Analysis of Coolant Flow in VVER-440 Fuel Assemblies with the Code ANSYS CFX 10.0
DOE Office of Scientific and Technical Information (OSTI.GOV)
Toth, Sandor; Legradi, Gabor; Aszodi, Attila
2006-07-01
From the aspect of planning the power upgrading of nuclear reactors - including the VVER-440 type reactor - it is essential to get to know the flow field in the fuel assembly. For this purpose we have developed models of the fuel assembly of the VVER-440 reactor using the ANSYS CFX 10.0 CFD code. At first a 240 mm long part of a 60 degrees segment of the fuel pin bundle was modelled. Implementing this model a sensitivity study on the appropriate meshing was performed. Based on the development of the above described model, further models were developed: a 960more » mm long part of a 60-degree-segment and a full length part (2420 mm) of the fuel pin bundle segment. The calculations were run using constant coolant properties and several turbulence models. The impacts of choosing different turbulence models were investigated. The results of the above-mentioned investigations are presented in this paper. (authors)« less
Comparison of CFD-calculations of centrifugal compressor stages by NUMECA Fine Turbo and ANSYS CFX programs
NASA Astrophysics Data System (ADS)
Galerkin, Y. B.; Voinov, I. B.; Drozdov, A. A.
2017-08-01
Computational Fluid Dynamics (CFD) methods are widely used for centrifugal compressors design and flow analysis. The calculation results are dependent on the chosen software, turbulence models and solver settings. Two of the most widely applicable programs are NUMECA Fine Turbo and ANSYS CFX. The objects of the study were two different stages. CFD-calculations were made for a single blade channel and for full 360-degree flow paths. Stage 1 with 3D impeller and vaneless diffuser was tested experimentally. Its flow coefficient is 0.08 and loading factor is 0.74. For stage 1 calculations were performed with different grid quality, a different number of cells and different models of turbulence. The best results have demonstrated the Spalart-Allmaras model and mesh with 1.854 million cells. Stage 2 with return channel, vaneless diffuser and 3D impeller with flow coefficient 0.15 and loading factor 0.5 was designed by the known Universal Modeling Method. Its performances were calculated by the well identified Math model. Stage 2 performances by CFD calculations shift to higher flow rate in comparison with design performances. The same result was obtained for stage 1 in comparison with measured performances. Calculated loading factor is higher in both cases for a single blade channel. Loading factor performance calculated for full flow path (â360 degreesâ) by ANSYS CFX is in satisfactory agreement with the stage 2 design performance. Maximum efficiency is predicted accurately by the ANSYS CFX â360 degreesâ calculation. âSectorâ calculation is less accurate. Further research is needed to solve the problem of performances mismatch.
Simulation of vortex-induced vibrations of a cylinder using ANSYS CFX rigid body solver
NASA Astrophysics Data System (ADS)
Izhar, Abubakar; Qureshi, Arshad Hussain; Khushnood, Shahab
2017-03-01
This article simulates the vortex-induced oscillations of a rigid circular cylinder with elastic support using the new ANSYS CFX rigid body solver. This solver requires no solid mesh to setup FSI (Fluid Structure Interaction) simulation. The two-way case was setup in CFX only. Specific mass of the cylinder and flow conditions were similar to previous experimental data with mass damping parameter equal to 0.04, specific mass of 1 and Reynolds number of 3800. Two dimensional simulations were setup. Both one-degree-of-freedom and two-degree-of-freedom cases were run and results were obtained for both cases with reasonable accuracy as compared with experimental results. Eight-figure XY trajectory and lock-in behavior were clearly captured. The obtained results were satisfactory.
Fluid-solid interaction: benchmarking of an external coupling of ANSYS with CFX for cardiovascular applications.
PubMed
Hose, D R; Lawford, P V; Narracott, A J; Penrose, J M T; Jones, I P
2003-01-01
Fluid-solid interaction is a primary feature of cardiovascular flows. There is increasing interest in the numerical solution of these systems as the extensive computational resource required for such studies becomes available. One form of coupling is an external weak coupling of separate solid and fluid mechanics codes. Information about the stress tensor and displacement vector at the wetted boundary is passed between the codes, and an iterative scheme is employed to move towards convergence of these parameters at each time step. This approach has the attraction that separate codes with the most extensive functionality for each of the separate phases can be selected, which might be important in the context of the complex rheology and contact mechanics that often feature in cardiovascular systems. Penrose and Staples describe a weak coupling of CFX for computational fluid mechanics to ANSYS for solid mechanics, based on a simple Jacobi iteration scheme. It is important to validate the coupled numerical solutions. An extensive analytical study of flow in elastic-walled tubes was carried out by Womersley in the late 1950s. This paper describes the performance of the coupling software for the straight elastic-walled tube, and compares the results with Womersley's analytical solutions. It also presents preliminary results demonstrating the application of the coupled software in the context of a stented vessel.
Buoyancy Driven Coolant Mixing Studies of Natural Circulation Flows at the ROCOM Test Facility Using ANSYS CFX
DOE Office of Scientific and Technical Information (OSTI.GOV)
Hohne, Thomas; Kliem, Soren; Rohde, Ulrich
2006-07-01
Coolant mixing in the cold leg, downcomer and the lower plenum of pressurized water reactors is an important phenomenon mitigating the reactivity insertion into the core. Therefore, mixing of the de-borated slugs with the ambient coolant in the reactor pressure vessel was investigated at the four loop 1:5 scaled ROCOM mixing test facility. Thermal hydraulics analyses showed, that weakly borated condensate can accumulate in particular in the pump loop seal of those loops, which do not receive safety injection. After refilling of the primary circuit, natural circulation in the stagnant loops can re-establish simultaneously and the de-borated slugs are shiftedmore » towards the reactor pressure vessel (RPV). In the ROCOM experiments, the length of the flow ramp and the initial density difference between the slugs and the ambient coolant was varied. From the test matrix experiments with 0 resp. 2% density difference between the de-borated slugs and the ambient coolant were used to validate the CFD software ANSYS CFX. To model the effects of turbulence on the mean flow a higher order Reynolds stress turbulence model was employed and a mesh consisting of 6.4 million hybrid elements was utilized. Only the experiments and CFD calculations with modeled density differences show a stratification in the downcomer. Depending on the degree of density differences the less dense slugs flow around the core barrel at the top of the downcomer. At the opposite side the lower borated coolant is entrained by the colder safety injection water and transported to the core. The validation proves that ANSYS CFX is able to simulate appropriately the flow field and mixing effects of coolant with different densities. (authors)« less
Performance power evaluation of DC fan cooling system for PV panel by using ANSYS CFX
NASA Astrophysics Data System (ADS)
Syafiqah, Z.; Amin, N. A. M.; Irwan, Y. M.; Irwanto, M.; Leow, W. Z.; Amelia, A. R.
2017-09-01
A research has been conducted to find the optimum combination for DC fan air cooling system of photovoltaic (PV) panel. During normal operation of PV panel, it is estimated that only 15 % of solar radiation is converted into electrical energy. Meanwhile, the rest of the solar radiation is converted into heat energy which affects the performance of the PV panel. Therefore, the aim of this research is to investigate the performance power evaluation of DC fan cooling system for PV panel by using ANSYS CFX. The effect of airflow configuration of DC fan has been investigated. This is to analyze whether the airflow circulation of DC fan cause a change towards the maximum temperature of PV panel. Besides, the impact of varying number of DC fans attached at the back of PV panel is evaluated. The result of airflow circulation of DC fan has been discussed. Meanwhile, with the increment number of DC fans, the PV panel temperature drops significantly. As a conclusion, the optimum number of DC fans is two with the combination of inlet airflow.
Determination of the temperature distribution in a minichannel using ANSYS CFX and a procedure based on the Trefftz functions
NASA Astrophysics Data System (ADS)
Maciejewska, Beata; BÅasiak, SÅawomir; Piasecka, Magdalena
This work discusses the mathematical model for laminar-flow heat transfer in a minichannel. The boundary conditions in the form of temperature distributions on the outer sides of the channel walls were determined from experimental data. The data were collected from the experimental stand the essential part of which is a vertical minichannel 1.7 mm deep, 16 mm wide and 180 mm long, asymmetrically heated by a Haynes-230 alloy plate. Infrared thermography allowed determining temperature changes on the outer side of the minichannel walls. The problem was analysed numerically through either ANSYS CFX software or special calculation procedures based on the Finite Element Method and Trefftz functions in the thermal boundary layer. The Trefftz functions were used to construct the basis functions. Solutions to the governing differential equations were approximated with a linear combination of Trefftz-type basis functions. Unknown coefficients of the linear combination were calculated by minimising the functional. The results of the comparative analysis were represented in a graphical form and discussed.
Numerical Performance Prediction of a Miniature Ramjet at Mach 4
DTIC Science & Technology
2012-09-01
with the computational fluids dynamic (CFD) code from ANSYS - CFX . The nozzle-throat area was varied to increase the backpressure and this pushed the...normal shock that was sitting within the inlet, out to the lip of the inlet cowl. Using the eddy dissipation combustion model in ANSYS - CFX , a...improved accuracy in turbulence modeling. 14. SUBJECT TERMS Mach 4, Ramjet, Drag, Turbulence Modeling, Simulation, ANSYS CFX 15. NUMBER
A General Computational Approach for Magnetohydrodynamic Flows Using the CFX Code: Buoyant Flow Through a Vertical Square Channel
DOE Office of Scientific and Technical Information (OSTI.GOV)
Di Piazza, Ivan; Buehler, Leo
2000-09-15
The buoyancy-driven magnetoconvection in the cross section of an infinitely long vertical square duct is investigated numerically using the CFX code package. The implementation of a magnetohydrodynamic (MHD) problem in CFX is discussed, with particular reference to the Lorentz forces and the electric potential boundary conditions for arbitrary electrical conductivity of the walls. The method proposed is general and applies to arbitrary geometries with an arbitrary orientation of the magnetic field. Results for fully developed flow under various thermal boundary conditions are compared with asymptotic analytical solutions. The comparison shows that the asymptotic analysis is confirmed for highly conducting wallsmore » as high velocity jets occur at the side walls. For weakly conducting walls, the side layers become more conducting than the side walls, and strong electric currents flow within these layers parallel to the magnetic field. As a consequence, the velocity jets are suppressed, and the core solution is only corrected by the viscous forces near the wall. The implementation of MHD in CFX is achieved.« less
Application of CFX-10 to the Investigation of RPV Coolant Mixing in VVER Reactors
DOE Office of Scientific and Technical Information (OSTI.GOV)
Moretti, Fabio; Melideo, Daniele; Terzuoli, Fulvio
2006-07-01
Coolant mixing phenomena occurring in the pressure vessel of a nuclear reactor constitute one of the main objectives of investigation by researchers concerned with nuclear reactor safety. For instance, mixing plays a relevant role in reactivity-induced accidents initiated by de-boration or boron dilution events, followed by transport of a de-borated slug into the vessel of a pressurized water reactor. Another example is constituted by temperature mixing, which may sensitively affect the consequences of a pressurized thermal shock scenario. Predictive analysis of mixing phenomena is strongly improved by the availability of computational tools able to cope with the inherent three-dimensionality ofmore » such problem, like system codes with three-dimensional capabilities, and Computational Fluid Dynamics (CFD) codes. The present paper deals with numerical analyses of coolant mixing in the reactor pressure vessel of a VVER-1000 reactor, performed by the ANSYS CFX-10 CFD code. In particular, the 'swirl' effect that has been observed to take place in the downcomer of such kind of reactor has been addressed, with the aim of assessing the capability of the codes to predict that effect, and to understand the reasons for its occurrence. Results have been compared against experimental data from V1000CT-2 Benchmark. Moreover, a boron mixing problem has been investigated, in the hypothesis that a de-borated slug, transported by natural circulation, enters the vessel. Sensitivity analyses have been conducted on some geometrical features, model parameters and boundary conditions. (authors)« less
Method for VAWT Placement on a Complex Building Structure
DTIC Science & Technology
2013-06-01
85 APPENDIX C: ANSYS CFX SPECIFICAITONS FOR WIND FLOW ANALYSIS .....87 APPENDIX D: SINGLE ROTOR ANALYSIS ANSYS CFX MESH DETAILS...89 APPENDIX E: SINGLE ROTOR ANALYSIS, ANSYS CFX SPECIFICS .....................91 APPENDIX F: DETAILED RESULTS OF SINGLE ROTOR...101 APPENDIX I: DUAL ROTOR ANALYSIS- ANSYS CFX SPECIFICATIONS (6 BLADED VAWTS
Performance Improvements to the Naval Postgraduate School Turbopropulsion Labs Transonic Axially Splittered Rotor
DTIC Science & Technology
2013-12-01
Implementation of current NPS TPL design procedure that uses COTS software (MATLAB, SolidWorks, and ANSYS - CFX ) for the geometric rendering and...procedure that uses commercial-off-the-shelf software (MATLAB, SolidWorks, and ANSYS - CFX ) for the geometric rendering and analysis was modified and... CFX The CFD simulation program in ANSYS Workbench. CFX -Pre CFX boundary conditions and solver settings module. CFX -Solver CFX solver program. CFX
Numerical Analysis of Shear Thickening Fluids for Blast Mitigation Applications
DTIC Science & Technology
2011-12-01
integrate with other types of physics simulation technologies ( ANSYS , 2011). One well-known product offered by ANSYS is the ANSYS CFX . The ANSYS CFD...centered. The ANSYS CFX solver uses coupled algebraic multigrid to achieve its solutions and its engineered scalability ensures a linear increase in CPU...on the user-defined distribution and size. As the numerical analysis focused on the behavior of each individual particle, the ANSYS CFX Rigid Body
Detection of cfxA and cfxA2, the β-Lactamase Genes of Prevotella spp., in Clinical Samples from Dentoalveolar Infection by Real-Time PCR
PubMed Central
Iwahara, Kaori; Kuriyama, Tomoari; Shimura, Satoshi; Williams, David W.; Yanagisawa, Maki; Nakagawa, Kiyomasa; Karasawa, Tadahiro
2006-01-01
While most bacteria involved in dentoalveolar infection are highly susceptible to penicillin, some Prevotella strains exhibit resistance to this agent through the production of β-lactamase. The production of β-lactamase by Prevotella spp. is in turn associated with the expression of the genes cfxA and cfxA2. The aim of the present study was to determine the prevalence of cfxA and cfxA2 in Prevotella strains by use of real-time PCR and to assess the performance of this molecular method for the direct detection of the genes in 87 clinical samples (pus and root canal exudates) from dentoalveolar infection. Production of β-lactamase by each isolate was determined using a nitrocefin disk. β-Lactamase production was seen in 31% of Prevotella isolates, while all isolates of other species were β-lactamase negative. The penicillin resistance of isolates strongly correlated with the production of β-lactamase. Real-time PCR was found to detect the cfxA and cfxA2 genes from at least five cells per reaction mixture (5 à 103 CFU/ml of pus). Using real-time PCR, the presence of cfxA and cfxA2 was evident for all 48 β-lactamase-positive Prevotella strains. In contrast, neither β-lactamase-negative Prevotella (n = 91) or non-Prevotella (n = 31) strains were positive for the genes. In this study, 31 of the 87 samples yielded β-lactamase-positive Prevotella results, and cfxA and cfxA2 were detected in all 31 samples. Of the 56 culture-negative samples, 8 (14%) were positive for cfxA and cfxA2 by the real-time PCR. This sensitive and specific molecular method offers a rapid clinical test for aiding in the selection of an appropriate antibiotic for treatment of dentoalveolar infection. Although penicillin remains largely effective in the treatment of dentoalveolar infection, β-lactamase-stable antibiotics should be considered in cases in which β-lactamase-positive Prevotella strains are involved. PMID:16390966
Verification of transport equations in a general purpose commercial CFD code.
NASA Astrophysics Data System (ADS)
Melot, Matthieu; Nennemann, Bernd; Deschênes, Claire
2016-11-01
In this paper, the Verification and Validation methodology is presented. This method aims to increase the reliability and the trust that can be placed into complex CFD simulations. The first step of this methodology, the code verification is presented in greater details. The CFD transport equations in steady state, transient and Arbitrary Eulerian Lagrangian (ALE, used for transient moving mesh) formulations in Ansys CFX are verified. It is shown that the expected spatial and temporal order of convergence are achieved for the steady state and the transient formulations. Unfortunately this is not completely the case for the ALE formulation. As for a lot of other commercial and in-house CFD codes, the temporal convergence of the velocity is limited to a first order where a second order would have been expected.
Turning Vanes in Exhaust Duct Flow: Study for Energy Efficiency, Optimization and Pressure Drop Mitigation
DTIC Science & Technology
2014-09-01
bend of ninety degrees and the application toward waste heat recovery devices. CFD models were implemented in ANSYS / CFX to handle flow in both...devices. CFD models were implemented in ANSYS / CFX to handle flow in both laminar and turbulent regimes. Applying the principles from the Reynolds... ANSYS / CFX SET-UP ....................................................................................23 C. EVALUATION OF VALIDATION RESULTS
Viability of Cross-Flow Fan with Helical Blades for Vertical Take-off and Landing Aircraft
DTIC Science & Technology
2012-09-01
fluid dynamics (CFD) software, ANSYS - CFX , a three-dimensional (3-D) straight-bladed model was validated against previous studyâs experimental results...computational fluid dynamics software (CFD), ANSYS - CFX , a three-dimensional (3-D) straight-bladed model was validated against previous studyâs experimental...37 B. SIZING PARAMETERS AND ILLUSTRATION ................................. 37 APPENDIX B. ANSYS CFX PARAMETERS
Integration of Twenty-Bladed Cross-Flow Fan into Vertical Take-Off and Landing Aircraft
DTIC Science & Technology
2013-06-01
a new 20-bladed rotor was designed in SolidWorks and imported into ANSYS - CFX , which was used to analytically determine the thrust generated at speeds...implementation and experimentation. To accomplish this task, a new 20-bladed rotor was designed in SolidWorks and imported into ANSYS - CFX , which was...11 4. ANSYS - CFX CFD Analysis
Thrust Augmentation Study of Cross-Flow Fan for Vertical Take-Off and Landing Aircraft
DTIC Science & Technology
2012-09-01
configuration by varying the gap between the CFFs. Computational fluid simulations of the dual CFF configuration was performed using ANSYS CFX to find the...Computational fluid simulations of the dual CFF configuration was performed using ANSYS CFX to find the thrust generated as well as the optimal operating point...RECOMMENDATIONS ...............................................................................43 APPENDIX A. ANSYS CFX SETTINGS FOR DUAL CFF (8,000
Aerodynamic Validation of Emerging Projectile Configurations
DTIC Science & Technology
2011-12-01
was benchmarked against modern aerodynamic prediction programs like ANSYS CFX and Aero-Prediction 09 (AP09). Next, a comparison was made between two...types of angle of attack generation methods in ANSYS CFX . The research then focused on controlled tilting of the projectileâs nose to investigate the...resulting aerodynamic effects. ANSYS CFX was found to provide better agreement with the experimental data than AP09. 14. SUBJECT
Development of a Cross-Flow Fan Rotor for Vertical Take-Off and Landing Aircraft
DTIC Science & Technology
2013-06-01
ANSYS CFX , along with the commercial computer-aided design software SolidWorks, was used to model and perform a parametric study on the number of rotor...the results found using ANSYS CFX . The experimental and analytical models were successfully compared at speeds ranging from 4,000 to 7,000 RPM...will make vertical take-off possible. The commercial computational fluid dynamics software ANSYS CFX , along with the commercial computer-aided design
Development and Analysis of a Bi-Directional Tidal Turbine
DTIC Science & Technology
2012-03-01
commercial CFD software ANSYS CFX was utilized to build a turbine map. The basic turbine map was developed for a 25 blade bi-axial turbine under...directional turbine created for this purpose. In the present study, the commercial CFD software ANSYS CFX was utilized to build a turbine map. The...sheath C. PROBLEM SPECIFICATIONS AND BOUNDARY CONDITIONS The simulation definition was created using ANSYS CFX -Pre. The best measurements to determine
High-Energy-Density, Low-Temperature Li/CFx Primary Cells
NASA Technical Reports Server (NTRS)
Whitacre, Jay; Bugga, Ratnakumar; Smart, Marshall; Prakash, G.; Yazami, Rachid
2007-01-01
High-energy-density primary (nonrechargeable) electrochemical cells capable of relatively high discharge currents at temperatures as low as -40 C have been developed through modification of the chemistry of commercial Li/CFx cells and batteries. The commercial Li/CFx units are not suitable for high-current and low-temperature applications because they are current limited and their maximum discharge rates decrease with decreasing temperature. The term "Li/CFx" refers to an anode made of lithium and a cathode made of a fluorinated carbonaceous material (typically graphite). In commercial cells, x typically ranges from 1.05 to 1.1. This cell composition makes it possible to attain specific energies up to 800 Wh/kg, but in order to prevent cell polarization and the consequent large loss of cell capacity, it is typically necessary to keep discharge currents below C/50 (where C is numerically equal to the current that, flowing during a charge or discharge time of one hour, would integrate to the nominal charge or discharge capacity of a cell). This limitation has been attributed to the low electronic conductivity of CFx for x approx. 1. To some extent, the limitation might be overcome by making cathodes thinner, and some battery manufacturers have obtained promising results using thin cathode structures in spiral configurations. The present approach includes not only making cathodes relatively thin [.2 mils (.0.051 mm)] but also using sub-fluorinated CFx cathode materials (x < 1) in conjunction with electrolytes formulated for use at low temperatures. The reason for choosing sub-fluorinated CFx cathode materials is that their electronic conductivities are high, relative to those for which x > 1. It was known from recent prior research that cells containing sub-fluorinated CFx cathodes (x between 0.33 and 0.66) are capable of retaining substantial portions of their nominal low-current specific energies when discharged at rates as high as 5C at room temperature. However
Simulation study of air and water cooled photovoltaic panel using ANSYS
NASA Astrophysics Data System (ADS)
Syafiqah, Z.; Amin, N. A. M.; Irwan, Y. M.; Majid, M. S. A.; Aziz, N. A.
2017-10-01
Demand for alternative energy is growing due to decrease of fossil fuels sources. One of the promising and popular renewable energy technology is a photovoltaic (PV) technology. During the actual operation of PV cells, only around 15% of solar irradiance is converted to electricity, while the rest is converted into heat. The electrical efficiency decreases with the increment in PV panelâs temperature. This electrical energy is referring to the open-circuit voltage (Voc), short-circuit current (Isc) and output power generate. This paper examines and discusses the PV panel with water and air cooling system. The air cooling system was installed at the back of PV panel while water cooling system at front surface. The analyses of both cooling systems were done by using ANSYS CFX and PSPICE software. The highest temperature of PV panel without cooling system is 66.3 °C. There is a decrement of 19.2% and 53.2% in temperature with the air and water cooling system applied to PV panel.
Acoustic Model of the Remnant Bubble Cloud from Underwater Explosion
DTIC Science & Technology
2012-11-01
fluid, bu g is the acceleration due to gravity, and C is the drag coefficient. Here we use the Grace Drag model (Clift et al., 1978; ANSYS CFX ...Dynaflow, Inc., Baltimore, MD for providing the bubble maker data. REFERENCES ANSYS CFX -Solver, Release 13.0: Theory 2010. ANSYS Inc. Brennen...unclassified Standard Form 298 (Rev. 8-98) Prescribed by ANSI Std Z39-18 21-23 November 2012, Fremantle, Australia Proceedings of Acoustics 2012
Fabrication and Characterization of Blue Organic Light-emitting Diodes
DTIC Science & Technology
2011-09-01
Unclassified 19b. TELEPHONE NUMBER (Include area code) (301) 394-1473 Standard Form 298 (Rev. 8/98) Prescribed by ANSI Std. Z39.18 iii Contents...sure the CFx gas valve is off and that the oxygen valve is open (counterclockwise) all the way. b. Load the substrates into chamber, ITO-side up
Study of unsteady performance of a twin-entry mixed flow turbine
NASA Astrophysics Data System (ADS)
Bencherif, M. M.; Hamidou, M. K.; Hamel, M.; Abidat, M.
2016-03-01
The aim of this investigation is to study the performance of a twin-entry turbine under pulsed flow conditions. The ANSYS-CFX code is used to solve three-dimensional compressible turbulent flow equations. The computational results are compared with those of a one-dimensional model and experimental data, and good agreement is found.
Pushing the Theoretical Limit of Li-CFx Batteries: A Tale of Bi-functional Electrolyte
DOE Office of Scientific and Technical Information (OSTI.GOV)
Rangasamy, Ezhiylmurugan; Li, Juchuan; Sahu, Gayatri
2014-01-01
In a typical battery, electrodes deliver capacities less or equal the theoretical maxima of the electrode materials.1 The inert electrolyte functions solely as the ionic conductor without contribution to the cell capacity because of its distinct mono-function in the concept of conventional batteries. Here we demonstrate that the most energy-dense Li-CFx battery2 delivers a capacity exceeding the theoretical maximum of CFx with a solid electrolyte of Li3PS4 (LPS) that has dual functions: as the inert electrolyte at the anode and the active component at the cathode. Such a bi-functional electrolyte reconciles both inert and active characteristics through a synergistic dischargemore » mechanism of CFx and LPS. Li3PS4 is known as an inactive solid electrolyte with a broad electrochemical window over 5 V.3 The synergy at the cathode is through LiF, the discharge product of CFx, which activates the electrochemical discharge of LPS at a close electrochemical potential of CFx. Therefore, the solid-state Li-CFx batteries output 126.6% energy beyond their theoretic limits without compromising the stability of the cell voltage. The extra energy comes from the electrochemical discharge of LPS, the inert electrolyte. This bi-functional electrolyte revolutionizes the concept of conventional batteries and opens a new avenue for the design of batteries with an unprecedentedly high energy density.« less
Electrolytes for Low-Temperature Operation of Li-CFx Cells
NASA Technical Reports Server (NTRS)
Smart, Marshall C.; Whitacre, Jay F.; Bugga, Ratnakumar V.; Prakash, G. K. Surya; Bhalla, Pooja; Smith, Kiah
2009-01-01
A report describes a study of electrolyte compositions selected as candidates for improving the low-temperature performances of primary electrochemical cells that contain lithium anodes and fluorinated carbonaceous (CFx) cathodes. This study complements the developments reported in Additive for Low-Temperature Operation of Li-(CF)n Cells (NPO- 43579) and Li/CFx Cells Optimized for Low-Temperature Operation (NPO- 43585), which appear elsewhere in this issue of NASA Tech Briefs. Similar to lithium-based electrolytes described in several previous NASA Tech Briefs articles, each of these electrolytes consisted of a lithium salt dissolved in a nonaqueous solvent mixture. Each such mixture consisted of two or more of the following ingredients: propylene carbonate (PC); 1,2-dimethoxyethane (DME); trifluoropropylene carbonate; bis(2,2,2-trifluoroethyl) ether; diethyl carbonate; dimethyl carbonate; and ethyl methyl carbonate. The report describes the physical and chemical principles underlying the selection of the compositions (which were not optimized) and presents results of preliminary tests made to determine effects of the compositions upon the low-temperature capabilities of Li-CFx cells, relative to a baseline composition of LiBF4 at a concentration of 1.0 M in a solvent comprising equal volume parts of PC and DME.
ANSYS duplicate finite-element checker routine
NASA Technical Reports Server (NTRS)
Ortega, R.
1995-01-01
An ANSYS finite-element code routine to check for duplicated elements within the volume of a three-dimensional (3D) finite-element mesh was developed. The routine developed is used for checking floating elements within a mesh, identically duplicated elements, and intersecting elements with a common face. A space shuttle main engine alternate turbopump development high pressure oxidizer turbopump finite-element model check using the developed subroutine is discussed. Finally, recommendations are provided for duplicate element checking of 3D finite-element models.
Elaborate SMART MCNP Modelling Using ANSYS and Its Applications
NASA Astrophysics Data System (ADS)
Song, Jaehoon; Surh, Han-bum; Kim, Seung-jin; Koo, Bonsueng
2017-09-01
An MCNP 3-dimensional model can be widely used to evaluate various design parameters such as a core design or shielding design. Conventionally, a simplified 3-dimensional MCNP model is applied to calculate these parameters because of the cumbersomeness of modelling by hand. ANSYS has a function for converting the CAD `stp' format into an MCNP input in the geometry part. Using ANSYS and a 3- dimensional CAD file, a very detailed and sophisticated MCNP 3-dimensional model can be generated. The MCNP model is applied to evaluate the assembly weighting factor at the ex-core detector of SMART, and the result is compared with a simplified MCNP SMART model and assembly weighting factor calculated by DORT, which is a deterministic Sn code.
Analysis of composite plates by using mechanics of structure genome and comparison with ANSYS
NASA Astrophysics Data System (ADS)
Zhao, Banghua
Motivated by a recently discovered concept, Structure Genome (SG) which is defined as the smallest mathematical building block of a structure, a new approach named Mechanics of Structure Genome (MSG) to model and analyze composite plates is introduced. MSG is implemented in a general-purpose code named SwiftComp(TM), which provides the constitutive models needed in structural analysis by homogenization and pointwise local fields by dehomogenization. To improve the user friendliness of SwiftComp(TM), a simple graphic user interface (GUI) based on ANSYS Mechanical APDL platform, called ANSYS-SwiftComp GUI is developed, which provides a convenient way to create some common SG models or arbitrary customized SG models in ANSYS and invoke SwiftComp(TM) to perform homogenization and dehomogenization. The global structural analysis can also be handled in ANSYS after homogenization, which could predict the global behavior and provide needed inputs for dehomogenization. To demonstrate the accuracy and efficiency of the MSG approach, several numerical cases are studied and compared using both MSG and ANSYS. In the ANSYS approach, 3D solid element models (ANSYS 3D approach) are used as reference models and the 2D shell element models created by ANSYS Composite PrepPost (ACP approach) are compared with the MSG approach. The results of the MSG approach agree well with the ANSYS 3D approach while being as efficient as the ACP approach. Therefore, the MSG approach provides an efficient and accurate new way to model composite plates.
A Higher-Order Conservation Element Solution Element Method for Solving Hyperbolic Differential Equations on Unstructured Meshes
DTIC Science & Technology
2014-03-01
Unclassified c. THIS PAGE Unclassified SAR 232 19b. TELEPHONE NO (include area code) 661 275-5649 Standard Form 298 (Rev. 8-98) Prescribed by ANSI ...34 # â Cfx ,yi â (x, y, t) âxIâyJâtK = Aâ a=0 Aâaâ b=0 Aâaâbâ c=0 ( âBfx,yi âxI+aâyJ+bâtK+c )n j Îxa a...Aâaâ b=0 Aâaâbâ c=0 ( âa+b+ cfx ,yi âxaâybâtc )nâ1/2 1â²Ã (xâ x1â²Ã) a (y â y1â²Ã) b ( tâ tnâ1/2 )c a!b!c
Massive separation around bluff bodies: comparisons among different cfd solvers and turbulence models
NASA Astrophysics Data System (ADS)
Armenio, Vincenzo; Fakhari, Ahmad; Petronio, Andrea; Padovan, Roberta; Pittaluga, Chiara; Caprino, Giovanni
2015-11-01
Massive flow separation is ubiquitous in industrial applications, ruling drag and hydrodynamic noise. In spite of considerable efforts, its numerical prediction still represents a challenge for CFD models in use in engineering. Aside commercial software, over the latter years the opensource software OpenFOAMR (OF) has emerged as a valid tool for prediction of complex industrial flows. In the present work, we simulate two flows representative of a class of situations occurring in industrial problems: the flow around sphere and that around a wall-mounted square cylinder at Re = 10000 . We compare the performance two different tools, namely OF and ANSYS CFX 15.0 (CFX) using different unstructured grids and turbulence models. The grids have been generated using SNAPPYHEXMESH and ANSYS ICEM CFD 15.0 with different near wall resolutions. The codes have been run in a RANS mode using k - É model (OF) and SST - k - Ï (CFX) with and without wall-layer models. OF has been also used in LES, WMLES and DES mode. Regarding the sphere, RANS models were not able to catch separation, while good prediction of separation and distribution of stresses over the surface were obtained using LES, WMLES and DES. Results for the second test case are currently under analysis. Financial support from COSMO ``cfd open source per opera mortta'' PAR FSC 2007-2013, Friuli Venezia Giulia.
A Two-Dimensional Fourth-Order CESE Method for the Euler Equations on Triangular Unstructured Meshes (Post-Print)
DTIC Science & Technology
2012-01-12
include area code) 661 275-5649 Standard Form 298 (Rev. 8-98) Prescribed by ANSI Std. 239.18 A Two-Dimensional Fourth-Order CESE Method for the...remark that Eq. (4) is a special case of Eq. (5) with A = N . Similarly, the Taylor expansion of fluxes can be expressed as â Cfx ,yi âxIâyJâtK (x, y, t) = A...x2â² , y2â²) and within t n â 1/2 ⤠t ⤠tn, the flux fx,yi can be expressed as (fx,yi ) â = A â a=0 Aâa â b=0 Aâaâb â c=0 âa+b+ cfx ,yi âxaâybâtc âxaâyb
Hemodynamics model of fluidâsolid interaction in internal carotid artery aneurysms
PubMed Central
Fu-Yu, Wang; Lei, Liu; Xiao-Jun, Zhang; Hai-Yue, Ju
2010-01-01
The objective of this study is to present a relatively simple method to reconstruct cerebral aneurysms as 3D numerical grids. The method accurately duplicates the geometry to provide computer simulations of the blood flow. Initial images were obtained by using CT angiography and 3D digital subtraction angiography in DICOM format. The image was processed by using MIMICS software, and the 3D fluid model (blood flow) and 3D solid model (wall) were generated. The subsequent output was exported to the ANSYS workbench software to generate the volumetric mesh for further hemodynamic study. The fluid model was defined and simulated in CFX software while the solid model was calculated in ANSYS software. The force data calculated firstly in the CFX software were transferred to the ANSYS software, and after receiving the force data, total mesh displacement data were calculated in the ANSYS software. Then, the mesh displacement data were transferred back to the CFX software. The data exchange was processed in workbench software. The results of simulation could be visualized in CFX-post. Two examples of grid reconstruction and blood flow simulation for patients with internal carotid artery aneurysms were presented. The wall shear stress, wall total pressure, and von Mises stress could be visualized. This method seems to be relatively simple and suitable for direct use by neurosurgeons or neuroradiologists, and maybe a practical tool for planning treatment and follow-up of patients after neurosurgical or endovascular interventions with 3D angiography. PMID:20812022
Hemodynamics model of fluid-solid interaction in internal carotid artery aneurysms.
PubMed
Bai-Nan, Xu; Fu-Yu, Wang; Lei, Liu; Xiao-Jun, Zhang; Hai-Yue, Ju
2011-01-01
The objective of this study is to present a relatively simple method to reconstruct cerebral aneurysms as 3D numerical grids. The method accurately duplicates the geometry to provide computer simulations of the blood flow. Initial images were obtained by using CT angiography and 3D digital subtraction angiography in DICOM format. The image was processed by using MIMICS software, and the 3D fluid model (blood flow) and 3D solid model (wall) were generated. The subsequent output was exported to the ANSYS workbench software to generate the volumetric mesh for further hemodynamic study. The fluid model was defined and simulated in CFX software while the solid model was calculated in ANSYS software. The force data calculated firstly in the CFX software were transferred to the ANSYS software, and after receiving the force data, total mesh displacement data were calculated in the ANSYS software. Then, the mesh displacement data were transferred back to the CFX software. The data exchange was processed in workbench software. The results of simulation could be visualized in CFX-post. Two examples of grid reconstruction and blood flow simulation for patients with internal carotid artery aneurysms were presented. The wall shear stress, wall total pressure, and von Mises stress could be visualized. This method seems to be relatively simple and suitable for direct use by neurosurgeons or neuroradiologists, and maybe a practical tool for planning treatment and follow-up of patients after neurosurgical or endovascular interventions with 3D angiography.
Numerical Analysis of Coolant Flow and Heat Transfer in ITER Diagnostic First Wall
DOE Office of Scientific and Technical Information (OSTI.GOV)
Khodak, A.; Loesser, G.; Zhai, Y.
2015-07-24
We performed numerical simulations of the ITER Diagnostic First Wall (DFW) using ANSYS workbench. During operation DFW will include solid main body as well as liquid coolant. Thus thermal and hydraulic analysis of the DFW was performed using conjugated heat transfer approach, in which heat transfer was resolved in both solid and liquid parts, and simultaneously fluid dynamics analysis was performed only in the liquid part. This approach includes interface between solid and liquid part of the systemAnalysis was performed using ANSYS CFX software. CFX software allows solution of heat transfer equations in solid and liquid part, and solution ofmore » the flow equations in the liquid part. Coolant flow in the DFW was assumed turbulent and was resolved using Reynolds averaged Navier-Stokes equations with Shear Stress Transport turbulence model. Meshing was performed using CFX method available within ANSYS. The data cloud for thermal loading consisting of volumetric heating and surface heating was imported into CFX Volumetric heating source was generated using Attila software. Surface heating was obtained using radiation heat transfer analysis. Our results allowed us to identify areas of excessive heating. Proposals for cooling channel relocation were made. Additional suggestions were made to improve hydraulic performance of the cooling system.« less
The first-principle coupled calculations using TMCC and CFX for the pin-wise simulation of LWR
DOE Office of Scientific and Technical Information (OSTI.GOV)
Li, L.; Wang, K.
2012-07-01
The coupling of neutronics and thermal-hydraulics plays an important role in the reactor safety, core design and operation of nuclear power facilities. This paper introduces the research on the coupling of Monte Carlo method and CFD method, specifically using TMCC and CFX. The methods of the coupling including the coupling approach, data transfer, mesh mapping and transient coupling scheme are studied firstly. The coupling of TMCC and CFX for the steady state calculations is studied and described for the single rod model and the 3 x 3 Rod Bundle model. The calculation results prove that the coupling method is feasiblemore » and the coupled calculation can be used for steady state calculations. However, the oscillation which occurs during the coupled calculation indicates that this method still needs to be improved for the accuracy. Then the coupling for the transient calculations is also studied and tested by two cases of the steady state and the lost of heat sink. The preliminary results of the transient coupled calculations indicates that the transient coupling with TMCC and CFX is able to simulate the transients but instabilities are occurring. It is also concluded that the transient coupling of TMCC and CFX needs to be improved due to the limitation of computational resource and the difference of time scales. (authors)« less
Dynamic Response of Composite Structures Underwater
DTIC Science & Technology
2013-09-01
then run and the desired data was viewed in CFD-post of the CFX tool. The ANSYS model illustrates the changing concavity of the beam along its...OF ABSTRACT Unclassified 20. LIMITATION OF ABSTRACT UU NSN 7540-01-280-5500 Standard Form 298 (Rev. 2-89) Prescribed by ANSI Std. 239-18...41 Figure 36. ANSYS Beam Displacement
Finite element meshing of ANSYS (trademark) solid models
NASA Technical Reports Server (NTRS)
Kelley, F. S.
1987-01-01
A large scale, general purpose finite element computer program, ANSYS, developed and marketed by Swanson Analysis Systems, Inc. is discussed. ANSYS was perhaps the first commercially available program to offer truly interactive finite element model generation. ANSYS's purpose is for solid modeling. This application is briefly discussed and illustrated.
Very High Specific Energy, Medium Power Li/CFx Primary Battery for Launchers and Space Probes
NASA Astrophysics Data System (ADS)
Brochard, Paul; Godillot, Gerome; Peres, Jean Paul; Corbin, Julien; Espinosa, Amaya
2014-08-01
Benchmark with existing technologies shows the advantages of the lithium-fluorinated carbon (Li/CFx) technology for use aboard future launchers in terms of a low Total Cost of Ownership (TCO), especially for high energy demanding missions such as re-ignitable upper stages for long GTO+ missions and probes for deep space exploration.This paper presents the new results obtained on this chemistry in terms of electrical and climatic performances, abuse tests and life tests. Studies - co-financed between CNES and Saft - looked at a pure CFx version with a specific energy up to 500 Wh/kg along with a medium power of 80 to 100 W/kg.
ANSI/ASHRAE/IES Standard 90.1-2013 Preliminary Determination: Qualitative Analysis
DOE Office of Scientific and Technical Information (OSTI.GOV)
Halverson, Mark A.; Hart, Reid; Athalye, Rahul A.
2014-03-01
Section 304(b) of the Energy Conservation and Production Act (ECPA), as amended, requires the Secretary of Energy to make a determination each time a revised version of ASHRAE Standard 90.1 is published with respect to whether the revised standard would improve energy efficiency in commercial buildings. When the U.S. Department of Energy (DOE) issues an affirmative determination on Standard 90.1, states are statutorily required to certify within two years that they have reviewed and updated the commercial provisions of their building energy code, with respect to energy efficiency, to meet or exceed the revised standard. This report provides a preliminarymore » qualitative analysis of all addenda to ANSI/ASHRAE/IES Standard 90.1-2010 (referred to as Standard 90.1-2010 or 2010 edition) that were included in ANSI/ASHRAE/IES Standard 90.1-2013 (referred to as Standard 90.1-2013 or 2013 edition).« less
Effects of inlet boundary conditions, on the computed flow in the Turbine-99 draft tube, using OpenFOAM and CFX
NASA Astrophysics Data System (ADS)
Nilsson, H.; Cervantes, M. J.
2012-11-01
The flow in the Turbine-99 Kaplan draft tube was thoroughly investigated at three workshops (1999, 2001, 2005), which aimed at determining the state of the art of draft tube simulations. The flow is challenging due to the different flow phenomena appearing simultaneously such as unsteadiness, separation, swirl, turbulence, and a strong adverse pressure gradient. The geometry and the experimentally determined inlet boundary conditions were provided to the Turbine-99 workshop participants. At the final workshop, angular resolved inlet velocity boundary conditions were provided. The rotating non-axi-symmetry of the inlet flow due to the runner blades was thus included. The effect of the rotating angular resolution was however not fully investigated at that workshop. The first purpose of this work is to further investigate this effect. Several different inlet boundary conditions are applied - the angular resolved experimental data distributed at the Turbine-99 workshop, the angular resolved results of a runner simulation with interpolated values using different resolution in the tangential and radial directions, and an axi-symmetric variant of the same numerical data. The second purpose of this work is to compare the results from the OpenFOAM and CFX CFD codes, using as similar settings as possible. The present results suggest that the experimental angular inlet boundary conditions proposed to the workshop are not adequate to simulate accurately the flow in the T-99 draft tube. The reason for this is that the experimental phase-averaged data has some important differences compared to the previously measured time-averaged data. Using the interpolated data from the runner simulation as inlet boundary condition however gives good results as long as the resolution of that data is sufficient. It is shown that the difference between the results using the angular-resolved and the corresponding symmetric inlet data is very small, suggesting that the importance of the angular
[Design of Complex Cavity Structure in Air Route System of Automated Peritoneal Dialysis Machine].
PubMed
Quan, Xiaoliang
2017-07-30
This paper introduced problems about Automated Peritoneal Dialysis machine(APD) that the lack of technical issues such as the structural design of the complex cavities. To study the flow characteristics of this special structure, the application of ANSYS CFX software is used with k-ε turbulence model as the theoretical basis of fluid mechanics. The numerical simulation of flow field simulation result in the internal model can be gotten after the complex structure model is imported into ANSYS CFX module. Then, it will present the distribution of complex cavities inside the flow field and the flow characteristics parameter, which will provide an important reference design for APD design.
Numerical investigation of hub clearance flow in a Kaplan turbine
NASA Astrophysics Data System (ADS)
Wu, H.; Feng, J. J.; Wu, G. K.; Luo, X. Q.
2012-11-01
In this paper, the flow field considering the hub clearance flow in a Kaplan turbine has been investigated through using the commercial CFD code ANSYS CFX based on high-quality structured grids generated by ANSYS ICEM CFD. The turbulence is simulated by k-Ï based shear stress transport (SST) turbulence model together with automatic near wall treatments. Four kinds of simulations have been conducted for the runner geometry without hub clearance, with only the hub front clearance, with only the rear hub clearance, and with both front and rear clearance. The analysis of the obtained results is focused on the flow structure of the hub clearance flow, the effect on the turbine performance including hydraulic efficiency and cavitation performance, which can improve the understanding on the flow field in a Kaplan turbine.
Simulation of Dual Firing of Hydrogen and JP-8 in a Swirling Combustor
DTIC Science & Technology
2012-06-14
completed using the Ansys CFX computational fluid dynamics software. The total Lower Heating Value of the fuel mixture is maintained at a constant 6 kW...PERSON a. REPORT unclassified b. ABSTRACT unclassified c. THIS PAGE unclassified Standard Form 298 (Rev. 8-98) Prescribed by ANSI Std Z39-18
An attempt to make a reliable assessment of the wet steam flow field in the de Laval nozzle
NASA Astrophysics Data System (ADS)
Dykas, SÅawomir; Majkut, MirosÅaw; SmoÅka, Krystian; Strozik, MichaÅ
2018-02-01
This paper presents the results of research on the wet steam flow with spontaneous condensation in the de Laval nozzle. A comparison is made between the results of numerical modelling performed for two cases of boundary conditions obtained using an in-house CFD code and the Ansys CFX commercial package. The numerical modelling results are compared to the results of experimental testing carried out on an in-house laboratory steam tunnel. The differences between the numerical results produced by the two codes in terms of place and intensity of condensations of steam to water point to the difficulty in correct modelling of this type of flows and emphasize the need for further studies in this field.
New ANSI standard for thyroid phantom
DOE PAGES
Mallett, Michael W.; Bolch, Wesley E.; Fulmer, Philip C.; ...
2015-08-01
Here, a new ANSI standard titled âThyroid Phantom Used in Occupational Monitoringâ (Health Physics Society 2014) has been published. The standard establishes the criteria for acceptable design, fabrication, or modeling of a phantom suitable for calibrating in vivo monitoring systems to measure photon-emitting radionuclides deposited in the thyroid. The current thyroid phantom standard was drafted in 1973 (ANSI N44.3-1973), last reviewed in 1984, and a revision of the standard to cover a more modern approach was deemed warranted.
Application of a single-fluid model for the steam condensing flow prediction
NASA Astrophysics Data System (ADS)
SmoÅka, K.; Dykas, S.; Majkut, M.; Strozik, M.
2016-10-01
One of the results of many years of research conducted in the Institute of Power Engineering and Turbomachinery of the Silesian University of Technology are computational algorithms for modelling steam flows with a non-equilibrium condensation process. In parallel with theoretical and numerical research, works were also started on experimental testing of the steam condensing flow. This paper presents a comparison of calculations of a flow field modelled by means of a single-fluid model using both an in-house CFD code and the commercial Ansys CFX v16.2 software package. The calculation results are compared to inhouse experimental testing.
VALIDATION OF ANSYS FINITE ELEMENT ANALYSIS SOFTWARE
DOE Office of Scientific and Technical Information (OSTI.GOV)
HAMM, E.R.
2003-06-27
This document provides a record of the verification and Validation of the ANSYS Version 7.0 software that is installed on selected CH2M HILL computers. The issues addressed include: Software verification, installation, validation, configuration management and error reporting. The ANSYS{reg_sign} computer program is a large scale multi-purpose finite element program which may be used for solving several classes of engineering analysis. The analysis capabilities of ANSYS Full Mechanical Version 7.0 installed on selected CH2M Hill Hanford Group (CH2M HILL) Intel processor based computers include the ability to solve static and dynamic structural analyses, steady-state and transient heat transfer problems, mode-frequency andmore » buckling eigenvalue problems, static or time-varying magnetic analyses and various types of field and coupled-field applications. The program contains many special features which allow nonlinearities or secondary effects to be included in the solution, such as plasticity, large strain, hyperelasticity, creep, swelling, large deflections, contact, stress stiffening, temperature dependency, material anisotropy, and thermal radiation. The ANSYS program has been in commercial use since 1970, and has been used extensively in the aerospace, automotive, construction, electronic, energy services, manufacturing, nuclear, plastics, oil and steel industries.« less
Convective Heating of the LIFE Engine Target During Injection
DOE Office of Scientific and Technical Information (OSTI.GOV)
Holdener, D S; Tillack, M S; Wang, X R
2011-10-24
Target survival in the hostile, high temperature xenon environment of the proposed Laser Inertial Fusion Energy (LIFE) engine is critical. This work focuses on the flow properties and convective heat load imposed upon the surface of the indirect drive target while traveling through the xenon gas. While this rarefied flow is traditionally characterized as being within the continuum regime, it is approaching transition where conventional CFD codes reach their bounds of operation. Thus ANSYS, specifically the Navier-Stokes module CFX, will be used in parallel with direct simulation Monte Carlo code DS2V and analytically and empirically derived expressions for heat transfermore » to the hohlraum for validation. Comparison of the viscous and thermal boundary layers of ANSYS and DS2V were shown to be nearly identical, with the surface heat flux varying less than 8% on average. From the results herein, external baffles have been shown to reduce this heat transfer to the sensitive laser entrance hole (LEH) windows and optimize target survival independent of other reactor parameters.« less
Energy Codes at a Glance
DOE Office of Scientific and Technical Information (OSTI.GOV)
Cole, Pamala C.; Richman, Eric E.
2008-09-01
Feeling dim from energy code confusion? Read on to give your inspections a charge. The U.S. Department of Energyâs Building Energy Codes Program addresses hundreds of inquiries from the energy codes community every year. This article offers clarification for topics of confusion submitted to BECP Technical Support of interest to electrical inspectors, focusing on the residential and commercial energy code requirements based on the most recently published 2006 International Energy Conservation Code® and ANSI/ASHRAE/IESNA1 Standard 90.1-2004.
Fluorinated Carbon Composite Cathode for a High Energy Lithium Battery (Briefing Charts)
DTIC Science & Technology
2011-02-16
REPORT DOCUMENTATION PAGE Standard Form 298 (Rev. 8/98) Prescribed by ANSI Std. Z39.18 Form Approved OMB No. 0704-0188 The public reporting burden...monofluoride (Li/ CFx ) primary batteries have double energy density over state-of-the-art Li/MnO2 and Li/SO2 primary batteries (theoretically 2203 Wh/kg...temperature operating conditions. This invention relates to a high energy density Li/ CFx primary battery technology with substantial reduction in
Biomechanical Modeling and Measurement of Blast Injury and Hearing Protection Mechanisms
DTIC Science & Technology
2015-10-01
12 software into Workbench V. 15 in CFX/ANSYS; 2) building the geometry of the ear model with ossicular chain and cochlear load in CFX; 3...the ear canal to middle ear. The model consists of the ear canal, TM, middle ear ossicles and suspensory ligaments, middle ear cavity, and cochlear ...the TM, ossicles, and ligaments/muscle tendons with the cochlear load applied on the stapes footplate. 17 Fig. 21. Time-history plots of
Structural Performanceâs Optimally Analysing and Implementing Based on ANSYS Technology
NASA Astrophysics Data System (ADS)
Han, Na; Wang, Xuquan; Yue, Haifang; Sun, Jiandong; Wu, Yongchun
2017-06-01
Computer-aided Engineering (CAE) is a hotspot both in academic field and in modern engineering practice. Analysis System(ANSYS) simulation software for its excellent performance become outstanding one in CAE family, it is committed to the innovation of engineering simulation to help users to shorten the design process, improve product innovation and performance. Aimed to explore a structural performanceâs optimally analyzing model for engineering enterprises, this paper introduced CAE and its development, analyzed the necessity for structural optimal analysis as well as the framework of structural optimal analysis on ANSYS Technology, used ANSYS to implement a reinforced concrete slab structural performanceâs optimal analysis, which was display the chart of displacement vector and the chart of stress intensity. Finally, this paper compared ANSYS software simulation results with the measured results,expounded that ANSYS is indispensable engineering calculation tools.
Mechanochemical Synthesis of Carbon Fluorides
DTIC Science & Technology
2011-02-16
REPORT DOCUMENTATION PAGE Standard Form 298 (Rev. 8/98) Prescribed by ANSI Std. Z39.18 Form Approved OMB No. 0704-0188 The public reporting burden...Wishvender K. Behl APPROVED FOR PUBLIC RELEASE ⢠Li/ CFx batteries are being developed to replace the currently fielded BA5590 and 5390 primary batteries...Li/ CFx batteries have twice the specific energy and energy density of Li/SO2 batteries. ⢠This chemistry, typically used for applications at 1000
Numerical simulation of flow in a high head Francis turbine with prediction of efficiency, rotor stator interaction and vortex structures in the draft tube
NASA Astrophysics Data System (ADS)
Jošt, D.; Škerlavaj, A.; Morgut, M.; Mežnar, P.; Nobile, E.
2015-01-01
The paper presents numerical simulations of flow in a model of a high head Francis turbine and comparison of results to the measurements. Numerical simulations were done by two CFD (Computational Fluid Dynamics) codes, Ansys CFX and OpenFOAM. Steady-state simulations were performed by k-epsilon and SST model, while for transient simulations the SAS SST ZLES model was used. With proper grid refinement in distributor and runner and with taking into account losses in labyrinth seals very accurate prediction of torque on the shaft, head and efficiency was obtained. Calculated axial and circumferential velocity components on two planes in the draft tube matched well with experimental results.
Application of local indentations for film cooling of gas turbine blade leading edge
NASA Astrophysics Data System (ADS)
Petelchyts, V. Yu.; Khalatov, A. A.; Pysmennyi, D. N.; Dashevskyy, Yu. Ya.
2016-09-01
The paper presents results of computer simulation of the film cooling on the turbine blade leading edge model where the air coolant is supplied through radial holes and row of cylindrical inclined holes placed inside hemispherical dimples or trench. The blowing factor was varied from 0.5 to 2.0. The model size and key initial parameters for simulation were taken as for a real blade of a high-pressure high-performance gas turbine. Simulation was performed using commercial software code ANSYS CFX. The simulation results were compared with reference variant (no dimples or trench) both for the leading edge area and for the flat plate downstream of the leading edge.
Effect of the tubular-fan drum shapes on the performance of cleaning head module
NASA Astrophysics Data System (ADS)
Hong, C. K.; Y Cho, M.; Kim, Y. J.
2013-12-01
The geometrical effects of a tubular-fan drum on the performance improvement of the cleaning head module of a vacuum cleaner were investigated. In this study, the number of blades and the width of the blade were selected as the design parameters. Static pressure, eccentric vortex, turbulence kinetic energy (TKE) and suction efficiency were analysed and tabulated. Three-dimensional computational fluid dynamics method was used with an SST (Shear Stress Transfer) turbulence model to simulate the flow field at the suction of the cleaning head module using the commercial code ANSYS-CFX. Suction pressure distributions were graphically depicted for different values of the design parameters.
HANFORD DST THERMAL & SEISMIC PROJECT ANSYS BENCHMARK ANALYSIS OF SEISMIC INDUCED FLUID STRUCTURE INTERACTION IN A HANFORD DOUBLE SHELL PRIMARY TANK
DOE Office of Scientific and Technical Information (OSTI.GOV)
MACKEY, T.C.
M&D Professional Services, Inc. (M&D) is under subcontract to Pacific Northwest National Laboratories (PNNL) to perform seismic analysis of the Hanford Site Double-Shell Tanks (DSTs) in support of a project entitled ''Double-Shell Tank (DSV Integrity Project-DST Thermal and Seismic Analyses)''. The overall scope of the project is to complete an up-to-date comprehensive analysis of record of the DST System at Hanford in support of Tri-Party Agreement Milestone M-48-14. The work described herein was performed in support of the seismic analysis of the DSTs. The thermal and operating loads analysis of the DSTs is documented in Rinker et al. (2004). Themore » overall seismic analysis of the DSTs is being performed with the general-purpose finite element code ANSYS. The overall model used for the seismic analysis of the DSTs includes the DST structure, the contained waste, and the surrounding soil. The seismic analysis of the DSTs must address the fluid-structure interaction behavior and sloshing response of the primary tank and contained liquid. ANSYS has demonstrated capabilities for structural analysis, but the capabilities and limitations of ANSYS to perform fluid-structure interaction are less well understood. The purpose of this study is to demonstrate the capabilities and investigate the limitations of ANSYS for performing a fluid-structure interaction analysis of the primary tank and contained waste. To this end, the ANSYS solutions are benchmarked against theoretical solutions appearing in BNL 1995, when such theoretical solutions exist. When theoretical solutions were not available, comparisons were made to theoretical solutions of similar problems and to the results from Dytran simulations. The capabilities and limitations of the finite element code Dytran for performing a fluid-structure interaction analysis of the primary tank and contained waste were explored in a parallel investigation (Abatt 2006). In conjunction with the results of the global ANSYS
Simulation of Containment Atmosphere Mixing and Stratification Experiment in the ThAI Facility with a CFD Code
DOE Office of Scientific and Technical Information (OSTI.GOV)
Babic, Miroslav; Kljenak, Ivo; Mavko, Borut
2006-07-01
The CFD code CFX4.4 was used to simulate an experiment in the ThAI facility, which was designed for investigation of thermal-hydraulic processes during a severe accident inside a Light Water Reactor containment. In the considered experiment, air was initially present in the vessel, and helium and steam were injected during different phases of the experiment at various mass flow rates and at different locations. The main purpose of the proposed work was to assess the capabilities of the CFD code to reproduce the atmosphere structure with a three-dimensional model, coupled with condensation models proposed by the authors. A three-dimensional modelmore » of the ThAI vessel for the CFX4.4 code was developed. The flow in the simulation domain was modeled as single-phase. Steam condensation on vessel walls was modeled as a sink of mass and energy using a correlation that was originally developed for an integral approach. A simple model of bulk phase change was also included. Calculated time-dependent variables together with temperature and volume fraction distributions at the end of different experiment phases are compared to experimental results. (authors)« less
Development and testing of a numerical simulation method for thermally nonequilibrium dissociating flows in ANSYS Fluent
NASA Astrophysics Data System (ADS)
Shoev, G. V.; Bondar, Ye. A.; Oblapenko, G. P.; Kustova, E. V.
2016-03-01
Various issues of numerical simulation of supersonic gas flows with allowance for thermochemical nonequilibrium on the basis of fluid dynamic equations in the two-temperature approximation are discussed. The computational tool for modeling flows with thermochemical nonequilibrium is the commercial software package ANSYS Fluent with an additional userdefined open-code module. A comparative analysis of results obtained by various models of vibration-dissociation coupling in binary gas mixtures of nitrogen and oxygen is performed. Results of numerical simulations are compared with available experimental data.
Optimally analyzing and implementing of bolt fittings in steel structure based on ANSYS
NASA Astrophysics Data System (ADS)
Han, Na; Song, Shuangyang; Cui, Yan; Wu, Yongchun
2018-03-01
ANSYS simulation software for its excellent performance become outstanding one in Computer-aided Engineering (CAE) family, it is committed to the innovation of engineering simulation to help users to shorten the design process. First, a typical procedure to implement CAE was design. The framework of structural numerical analysis on ANSYS Technology was proposed. Then, A optimally analyzing and implementing of bolt fittings in beam-column join of steel structure was implemented by ANSYS, which was display the cloud chart of XY-shear stress, the cloud chart of YZ-shear stress and the cloud chart of Y component of stress. Finally, ANSYS software simulating results was compared with the measured results by the experiment. The result of ANSYS simulating and analyzing is reliable, efficient and optical. In above process, a structural performance's numerical simulating and analyzing model were explored for engineering enterprises' practice.
Analysis of features of hydrodynamics and heat transfer in the fuel assembly of prospective sodium reactor with a high rate of reproduction in the uranium-plutonium fuel cycle
NASA Astrophysics Data System (ADS)
Lubina, A. S.; Subbotin, A. S.; Sedov, A. A.; Frolov, A. A.
2016-12-01
The fast sodium reactor fuel assembly (FA) with U-Pu-Zr metallic fuel is described. In comparison with a "classical" fast reactor, this FA contains thin fuel rods and a wider fuel rod grid. Studies of the fluid dynamics and the heat transfer were carried out for such a new FA design. The verification of the ANSYS CFX code was provided for determination of the velocity, pressure, and temperature fields in the different channels. The calculations in the cells and in the FA were carried out using the model of shear stress transport (SST) selected at the stage of verification. The results of the hydrodynamics and heat transfer calculations have been analyzed.
Determination of the turbulence integral model parameters for a case of a coolant angular flow in regular rod-bundle
NASA Astrophysics Data System (ADS)
Bayaskhalanov, M. V.; Vlasov, M. N.; Korsun, A. S.; Merinov, I. G.; Philippov, M. Ph
2017-11-01
Research results of âk-εâ turbulence integral model (TIM) parameters dependence on the angle of a coolant flow in regular smooth cylindrical rod-bundle are presented. TIM is intended for the definition of efficient impulse and heat transport coefficients in the averaged equations of a heat and mass transfer in the regular rod structures in an anisotropic porous media approximation. The TIM equations are received by volume-averaging of the âk-εâ turbulence model equations on periodic cell of rod-bundle. The water flow across rod-bundle under angles from 15 to 75 degrees was simulated by means of an ANSYS CFX code. Dependence of the TIM parameters on flow angle was as a result received.
Analysis of features of hydrodynamics and heat transfer in the fuel assembly of prospective sodium reactor with a high rate of reproduction in the uranium-plutonium fuel cycle
DOE Office of Scientific and Technical Information (OSTI.GOV)
Lubina, A. S., E-mail: lubina-as@nrcki.ru; Subbotin, A. S.; Sedov, A. A.
2016-12-15
The fast sodium reactor fuel assembly (FA) with UâPuâZr metallic fuel is described. In comparison with a âclassicalâ fast reactor, this FA contains thin fuel rods and a wider fuel rod grid. Studies of the fluid dynamics and the heat transfer were carried out for such a new FA design. The verification of the ANSYS CFX code was provided for determination of the velocity, pressure, and temperature fields in the different channels. The calculations in the cells and in the FA were carried out using the model of shear stress transport (SST) selected at the stage of verification. The resultsmore » of the hydrodynamics and heat transfer calculations have been analyzed.« less
Modeling of Non-Homogeneous Containment Atmosphere in the ThAI Experimental Facility Using a CFD Code
DOE Office of Scientific and Technical Information (OSTI.GOV)
Babic, Miroslav; Kljenak, Ivo; Mavko, Borut
2006-07-01
The CFD code CFX4.4 was used to simulate an experiment in the ThAI facility, which was designed for investigation of thermal-hydraulic processes during a severe accident inside a Light Water Reactor containment. In the considered experiment, air was initially present in the vessel, and helium and steam were injected during different phases of the experiment at various mass flow rates and at different locations. The main purpose of the simulation was to reproduce the non-homogeneous temperature and species concentration distributions in the ThAI experimental facility. A three-dimensional model of the ThAI vessel for the CFX4.4 code was developed. The flowmore » in the simulation domain was modeled as single-phase. Steam condensation on vessel walls was modeled as a sink of mass and energy using a correlation that was originally developed for an integral approach. A simple model of bulk phase change was also introduced. The calculated time-dependent variables together with temperature and concentration distributions at the end of experiment phases are compared to experimental results. (authors)« less
Experimental and simulation flow rate analysis of the 3/2 directional pneumatic valve
NASA Astrophysics Data System (ADS)
Blasiak, Slawomir; Takosoglu, Jakub E.; Laski, Pawel A.; Pietrala, Dawid S.; Zwierzchowski, Jaroslaw; Bracha, Gabriel; Nowakowski, Lukasz; Blasiak, Malgorzata
The work includes a study on the comparative analysis of two test methods. The first method - numerical method, consists in determining the flow characteristics with the use of ANSYS CFX. A modeled poppet directional valve 3/2 3D CAD software - SolidWorks was used for this purpose. Based on the solid model that was developed, simulation studies of the air flow through the way valve in the software for computational fluid dynamics Ansys CFX were conducted. The second method - experimental, entailed conducting tests on a specially constructed test stand. The comparison of the test results obtained on the basis of both methods made it possible to determine the cross-correlation. High compatibility of the results confirms the usefulness of the numerical procedures. Thus, they might serve to determine the flow characteristics of directional valves as an alternative to a costly and time-consuming test stand.
Investigation of Transitional Flows on Compressor Blades in Cascade
DTIC Science & Technology
2011-09-01
UU NSN 7540â01â280â5500 Standard Form 298 (Rev. 2â89) Prescribed by ANSI Std. 239â18 ii THIS PAGE INTENTIONALLY LEFT BLANK iii Approved for...mesh was refined by adjusting the number of divisions in the âEdge Sizingâ menu and the growth rate in the âsizingâ section of the CFX Mesher. The...was determined that a better mesh could be achieved by letting CFX determine the âMin Size,â âMax Sizeâ and âMax Face Sizeâ and refining the mesh
ANSYS UIDL-Based CAE Development of Axial Support System for Optical Mirror
NASA Astrophysics Data System (ADS)
Yang, De-Hua; Shao, Liang
2008-09-01
The Whiffle-tree type axial support mechanism is widely adopted by most relatively large optical mirrors. Based on the secondary developing tools offered by the commonly used Finite Element Anylysis (FEA) software ANSYS, ANSYS Parametric Design Language (APDL) is used for creating the mirror FEA model driven by parameters, and ANSYS User Interface Design Language (UIDL) for generating custom menu of interactive manner, whereby, the relatively independent dedicated Computer Aided Engineering (CAE) module is embedded in ANSYS for calculation and optimization of axial Whiffle-tree support of optical mirrors. An example is also described to illustrate the intuitive and effective usage of the dedicated module by boosting work efficiency and releasing related engineering knowledge of user. The philosophy of secondary-developed special module with commonly used software also suggests itself for product development in other industries.
Applications of ANSYS/Multiphysics at NASA/Goddard Space Flight Center
NASA Technical Reports Server (NTRS)
Loughlin, Jim
2007-01-01
This viewgraph presentation reviews some of the uses that the ANSYS/Multiphysics system is used for at the NASA Goddard Space Flight Center. Some of the uses of the ANSYS system is used for is MEMS Structural Analysis of Micro-mirror Array for the James Web Space Telescope (JWST), Micro-shutter Array for JWST, MEMS FP Tunable Filter, AstroE2 Micro-calorimeter. Various views of these projects are shown in this presentation.
Numerical simulation of an elastic structure behavior under transient fluid flow excitation
NASA Astrophysics Data System (ADS)
Afanasyeva, Irina N.; Lantsova, Irina Yu.
2017-01-01
This paper deals with the verification of a numerical technique of modeling fluid-structure interaction (FSI) problems. The configuration consists of incompressible viscous fluid around an elastic structure in the channel. External flow is laminar. Multivariate calculations are performed using special software ANSYS CFX and ANSYS Mechanical. Different types of parameters of mesh deformation and solver controls (time step, under relaxation factor, number of iterations at coupling step) were tested. The results are presented in tables and plots in comparison with reference data.
Development of 1D Liner Compression Code for IDL
NASA Astrophysics Data System (ADS)
Shimazu, Akihisa; Slough, John; Pancotti, Anthony
2015-11-01
A 1D liner compression code is developed to model liner implosion dynamics in the Inductively Driven Liner Experiment (IDL) where FRC plasmoid is compressed via inductively-driven metal liners. The driver circuit, magnetic field, joule heating, and liner dynamics calculations are performed at each time step in sequence to couple these effects in the code. To obtain more realistic magnetic field results for a given drive coil geometry, 2D and 3D effects are incorporated into the 1D field calculation through use of correction factor table lookup approach. Commercial low-frequency electromagnetic fields solver, ANSYS Maxwell 3D, is used to solve the magnetic field profile for static liner condition at various liner radius in order to derive correction factors for the 1D field calculation in the code. The liner dynamics results from the code is verified to be in good agreement with the results from commercial explicit dynamics solver, ANSYS Explicit Dynamics, and previous liner experiment. The developed code is used to optimize the capacitor bank and driver coil design for better energy transfer and coupling. FRC gain calculations are also performed using the liner compression data from the code for the conceptual design of the reactor sized system for fusion energy gains.
Building SAWE Capability as an ANSI Accredited Standards Developer
NASA Technical Reports Server (NTRS)
Cerro, Jeffrey A.; Davis, Ed; Peterson, Eric; Griffiths, William T.; Brooks, Andy; Stratton, Bonnie; Attar, Jose
2014-01-01
This paper presents a 2014 status of the Society of Allied Weight Engineers' process towards becoming an Accredited Standards Developer (ASD) under certification by the United States American National Standards Institute (ANSI). Included is material from the committee's 2013 International presentation, current status, and additional general background material. The document strives to serve as a reference point to assist SAWE Recommended Practice and Standards developers in negotiating United States Standards Strategy, international standards strategy, and the association of SAWE standards and recommended practices to those efforts. Required procedures for SAWE to develop and maintain Recommended Practices and ANSI/SAWE Standards are reviewed.
ANSI Standard: Complying with Background Noise Limits.
ERIC Educational Resources Information Center
Schaffer, Mark E.
2003-01-01
Discusses the new classroom acoustics standard, ANSI Standard S12.60, which specifies maximum sound level limits that are significantly lower than currently typical for classrooms. Addresses guidelines for unducted HVAC systems, ducted single-zone systems, and central VAV or multizone systems. (EV)
Subspace Arrangement Codes and Cryptosystems
DTIC Science & Technology
2011-05-09
any other prov1sion of law, no person shall be subject to any penalty for failing to comply w1th a collection of information if it does not display a...NUMBER OF PAGES 49 19a. NAME OF RESPONSIBLE PERSON 19b. TELEPHONE NUMBER (Include area code) Standard Form 298 (Rev. 8/98) Prescribed by ANSI Std...theory is finding codes that have a small number of digits (length) with a high number codewords (dimension), as well as good error-correction properties
ARI's Views on ANSI S12.60-2002.
ERIC Educational Resources Information Center
Darbeau, Michele
2003-01-01
States the position of the Air-Conditioning and Refrigeration Institute (ARI) toward ANSI Standard 12.60, which addresses classroom acoustics. Explains why it believes the standard creates an overly stringent requirement. (EV)
Real gas CFD simulations of hydrogen/oxygen supercritical combustion
NASA Astrophysics Data System (ADS)
Pohl, S.; Jarczyk, M.; Pfitzner, M.; Rogg, B.
2013-03-01
A comprehensive numerical framework has been established to simulate reacting flows under conditions typically encountered in rocket combustion chambers. The model implemented into the commercial CFD Code ANSYS CFX includes appropriate real gas relations based on the volume-corrected Peng-Robinson (PR) equation of state (EOS) for the flow field and a real gas extension of the laminar flamelet combustion model. The results indicate that the real gas relations have a considerably larger impact on the flow field than on the detailed flame structure. Generally, a realistic flame shape could be achieved for the real gas approach compared to experimental data from the Mascotte test rig V03 operated at ONERA when the differential diffusion processes were only considered within the flame zone.
Sandia/Stanford Unified Creep Plasticity Damage Model for ANSYS
DOE Office of Scientific and Technical Information (OSTI.GOV)
Pierce, David M.; Vianco, Paul T.; Fossum, Arlo F.
2006-09-03
A unified creep plasticity (UCP) model was developed, based upon the time-dependent and time-independent deformation properties of the 95.5Sn-3.9Ag-0.6Cu (wt.%) soldier that were measured at Sandia. Then, a damage parameter, D, was added to the equation to develop the unified creep plasticity damage (UCPD) model. The parameter, D, was parameterized, using data obtained at Sandia from isothermal fatigue experiments on a double-lap shear test. The softwae was validated against a BGA solder joint exposed to thermal cycling. The UCPD model was put into the ANSYS finite element as a subroutine. So, the softwae is the subroutine for ANSYS 8.1.
ANSYS tools in modeling tires
NASA Technical Reports Server (NTRS)
Ali, Ashraf; Lovell, Michael
1995-01-01
This presentation summarizes the capabilities in the ANSYS program that relate to the computational modeling of tires. The power and the difficulties associated with modeling nearly incompressible rubber-like materials using hyperelastic constitutive relationships are highlighted from a developer's point of view. The topics covered include a hyperelastic material constitutive model for rubber-like materials, a general overview of contact-friction capabilities, and the acoustic fluid-structure interaction problem for noise prediction. Brief theoretical development and example problems are presented for each topic.
Evaluation of rotor axial vibrations in a turbo pump unit equipped with an automatic unloading machine
NASA Astrophysics Data System (ADS)
Martsynkovskyy, V. A.; Deineka, A.; Kovalenko, V.
2017-08-01
The article presents forced axial vibrations of the rotor with an automatic unloading machine in an oxidizer pump. A feature of the design is the use in the autoloading system of slotted throttles with mutually inverse throttling. Their conductivity is determined by a numerical experiment in the ANSYS CFX software package.
Application of Benchmark Examples to Assess the Single and Mixed-Mode Static Delamination Propagation Capabilities in ANSYS
NASA Technical Reports Server (NTRS)
Krueger, Ronald
2012-01-01
The application of benchmark examples for the assessment of quasi-static delamination propagation capabilities is demonstrated for ANSYS. The examples are independent of the analysis software used and allow the assessment of the automated delamination propagation in commercial finite element codes based on the virtual crack closure technique (VCCT). The examples selected are based on two-dimensional finite element models of Double Cantilever Beam (DCB), End-Notched Flexure (ENF), Mixed-Mode Bending (MMB) and Single Leg Bending (SLB) specimens. First, the quasi-static benchmark examples were recreated for each specimen using the current implementation of VCCT in ANSYS . Second, the delamination was allowed to propagate under quasi-static loading from its initial location using the automated procedure implemented in the finite element software. Third, the load-displacement relationship from a propagation analysis and the benchmark results were compared, and good agreement could be achieved by selecting the appropriate input parameters. The benchmarking procedure proved valuable by highlighting the issues associated with choosing the input parameters of the particular implementation. Overall the results are encouraging, but further assessment for three-dimensional solid models is required.
[Finite Element Analysis of Intravascular Stent Based on ANSYS Software].
PubMed
Shi, Gengqiang; Song, Xiaobing
2015-10-01
This paper adopted UG8.0 to bulid the stent and blood vessel models. The models were then imported into the finite element analysis software ANSYS. The simulation results of ANSYS software showed that after endothelial stent implantation, the velocity of the blood was slow and the fluctuation of velocity was small, which meant the flow was relatively stable. When blood flowed through the endothelial stent, the pressure gradually became smaller, and the range of the pressure was not wide. The endothelial shear stress basically unchanged. In general, it can be concluded that the endothelial stents have little impact on the flow of blood and can fully realize its function.
Numerical investigations of arc behaviour in gas metal arc welding using ANSYS CFX
NASA Astrophysics Data System (ADS)
Schnick, M.; Fuessel, U.; Hertel, M.; Spille-Kohoff, A.; Murphy, A. B.
2011-06-01
Current numerical models of gas metal arc welding (GMAW) are trying to combine magnetohydrodynamics (MHD) models of the arc and volume of fluid (VoF) models of metal transfer. They neglect vaporization and assume an argon atmosphere for the arc region, as it is common practice for models of gas tungsten arc welding. These models predict temperatures above 20 000 K and a temperature distribution similar to tungsten inert gas (TIG) arcs. However, current spectroscopic temperature measurements in GMAW arcs demonstrate much lower arc temperatures. In contrast to TIG arcs they found a central local minimum of the radial temperature distribution. The paper presents a GMAW arc model that considers metal vapour and which is in a very good agreement with experimentally observed temperatures. Furthermore, the model is able to predict the local central minimum in the radial temperature and the radial electric current density distributions for the first time. The axially symmetric model of the welding torch, the work piece, the wire and the arc (fluid domain) implements MHD as well as turbulent mixing and thermal demixing of metal vapour in argon. The mass fraction of iron vapour obtained from the simulation shows an accumulation in the arc core and another accumulation on the fringes of the arc at 2000 to 5000 K. The demixing effects lead to very low concentrations of iron between these two regions. Sensitive analyses demonstrate the influence of the transport and radiation properties of metal vapour, and the evaporation rate relative to the wire feed. Finally the model predictions are compared with the measuring results of ZieliÅska et al.
PLASIM: A computer code for simulating charge exchange plasma propagation
NASA Technical Reports Server (NTRS)
Robinson, R. S.; Deininger, W. D.; Winder, D. R.; Kaufman, H. R.
1982-01-01
The propagation of the charge exchange plasma for an electrostatic ion thruster is crucial in determining the interaction of that plasma with the associated spacecraft. A model that describes this plasma and its propagation is described, together with a computer code based on this model. The structure and calling sequence of the code, named PLASIM, is described. An explanation of the program's input and output is included, together with samples of both. The code is written in ANSI Standard FORTRAN.
Ceramic material life prediction: A program to translate ANSYS results to CARES/LIFE reliability analysis
NASA Technical Reports Server (NTRS)
Vonhermann, Pieter; Pintz, Adam
1994-01-01
This manual describes the use of the ANSCARES program to prepare a neutral file of FEM stress results taken from ANSYS Release 5.0, in the format needed by CARES/LIFE ceramics reliability program. It is intended for use by experienced users of ANSYS and CARES. Knowledge of compiling and linking FORTRAN programs is also required. Maximum use is made of existing routines (from other CARES interface programs and ANSYS routines) to extract the finite element results and prepare the neutral file for input to the reliability analysis. FORTRAN and machine language routines as described are used to read the ANSYS results file. Sub-element stresses are computed and written to a neutral file using FORTRAN subroutines which are nearly identical to those used in the NASCARES (MSC/NASTRAN to CARES) interface.
Physical mechanisms of longitudinal vortexes formation, appearance of zones with high heat fluxes and early transition in hypersonic flow over delta wing with blunted leading edges
NASA Astrophysics Data System (ADS)
Alexandrov, S. V.; Vaganov, A. V.; Shalaev, V. I.
2016-10-01
Processes of vortex structures formation and they interactions with the boundary layer in the hypersonic flow over delta wing with blunted leading edges are analyzed on the base of experimental investigations and numerical solutions of Navier-Stokes equations. Physical mechanisms of longitudinal vortexes formation, appearance of abnormal zones with high heat fluxes and early laminar turbulent transition are studied. These phenomena were observed in many high-speed wind tunnel experiments; however they were understood only using the detailed analysis of numerical modeling results with the high resolution. Presented results allowed explaining experimental phenomena. ANSYS CFX code (the DAFE MIPT license) on the grid with 50 million nodes was used for the numerical modeling. The numerical method was verified by comparison calculated heat flux distributions on the wing surface with experimental data.
Writing Material Safely Data Sheets Using the ANSI Standard.
ERIC Educational Resources Information Center
Croft, Suzanne D.
1996-01-01
Presents a history of the ANSI (American National Standards Institute) standard for preparation of Material Safety Data Sheets (MSDS), and provides a section-by-section guide to preparing MSDSs that comply with the standard. (SR)
ANSI-ASQ National Accreditation Board /ACLASS
DTIC Science & Technology
2011-03-28
unclassified c. THIS PAGE unclassified Standard Form 298 (Rev. 8-98) Prescribed by ANSI Std Z39-18 ï§ Laboratories â ISO / IEC 17025 ï§ Inspection...Bodies â ISO / IEC 17020 ï§ RMPs â ISO Guide 34 (Reference Materials) ï§ PT Providers â ISO 17043 ï§ Product Certifiers â ISO Guide 65 ï§ Government...Programs: DoD ELAP, EPA Energy Star, CPSC Toy Safety, NRC, NIST IPV6, NLLAP, NEFAP ï§ TRAINING Programs ï§ Certification Bodies â ISO / IEC 17021
Centrifugal pumpâs impeller optimization using methods of calculation hydrodynamics
NASA Astrophysics Data System (ADS)
Grigoriev, S.; Mayorov, S.; Polyakov, R.
2017-08-01
The paper features the results of the fluid flow calculation in the channels of varying geometry of the centrifugal pump for the service water in the methanol production chain. Modeling of the flow in ANSYS CFX allowed developing recommendations on adjusting the impellerâs profile, significantly decrease the cavitation wear and increase the lifetime by several times.
Numerical modeling of continuous flow microwave heating: a critical comparison of COMSOL and ANSYS.
PubMed
Salvi, D; Boldor, Dorin; Ortego, J; Aita, G M; Sabliov, C M
2010-01-01
Numerical models were developed to simulate temperature profiles in Newtonian fluids during continuous flow microwave heating by one way coupling electromagnetism, fluid flow, and heat transport in ANSYS 8.0 and COMSOL Multiphysics v3.4. Comparison of the results from the COMSOL model with the results from a pre-developed and validated ANSYS model ensured accuracy of the COMSOL model. Prediction of power Loss by both models was in close agreement (5-13% variation) and the predicted temperature profiles were similar. COMSOL provided a flexible model setup whereas ANSYS required coupling incompatible elements to transfer load between electromagnetic, fluid flow, and heat transport modules. Overall, both software packages provided the ability to solve multiphysics phenomena accurately.
Total Electron-Impact Ionization Cross-Sections of CFx and NFx (x = 1 - 3)
NASA Technical Reports Server (NTRS)
Huo, Winifred M.; Tarnovsky, Vladimir; Becker, Kurt H.; Kwak, Dochan (Technical Monitor)
2001-01-01
The discrepancy between experimental and theoretical total electron-impact ionization cross sections for a group of fluorides, CFx, and NFx, (x = 1 - 3), is attributed to the inadequacies in previous theoretical models. Cross-sections calculated using a recently developed siBED (simulation Binary-Encounter-Dipole) model that takes into account the shielding of the long-range dipole potential between the scattering electron and target are in agreement with experimentation. The present study also carefully reanalyzed the previously reported experimental data to account for the possibility of incomplete collection of fragment ions and the presence of ion-pair formation channels. For NF3, our experimental and theoretical cross-sections compare well with the total ionization cross-sections recently reported by Haaland et al. in the region below dication formation.
Design Compliance Matrices to ANSI and OSHA
DOE Office of Scientific and Technical Information (OSTI.GOV)
BENDIXSEN, R.B.
2000-04-03
U.S. Department of Energy Letter 98-SFD-028 requested Fluor Daniel Hanford, Inc. to provide clarifications as to compliance with ANSI 57.1, 57.2, 57.9, and 29 CFR 1910.179 (OSHA), in the form of an item-by-item compliance matrix, for the CSB. This Supporting Document contains Fluor Daniel, Inc.'s response for use by Fluor Daniel Hanford, Inc. regarding the clarifications requested by the U.S. Department of Energy.
ACDOS2: an improved neutron-induced dose rate code
DOE Office of Scientific and Technical Information (OSTI.GOV)
Lagache, J.C.
1981-06-01
To calculate the expected dose rate from fusion reactors as a function of geometry, composition, and time after shutdown a computer code, ACDOS2, was written, which utilizes up-to-date libraries of cross-sections and radioisotope decay data. ACDOS2 is in ANSI FORTRAN IV, in order to make it readily adaptable elsewhere.
ANSI/ASHRAE/IES Standard 90.1-2013 Determination of Energy Savings: Qualitative Analysis
DOE Office of Scientific and Technical Information (OSTI.GOV)
Halverson, Mark A.; Rosenberg, Michael I.; Hart, Philip R.
2014-09-04
This report provides a final qualitative analysis of all addenda to ANSI/ASHRAE/IES Standard 90.1-2010 (referred to as Standard 90.1-2010 or 2010 edition) that were included in ANSI/ASHRAE/IES Standard 90.1-2013 (referred to as Standard 90.1-2013 or 2013 edition). All addenda in creating Standard 90.1-2013 were evaluated for their projected impact on energy efficiency. Each addendum was characterized as having a positive, neutral, or negative impact on overall building energy efficiency.
Numerical Analysis of 2-D and 3-D MHD Flows Relevant to Fusion Applications
DOE PAGES
Khodak, Andrei
2017-08-21
Here, the analysis of many fusion applications such as liquid-metal blankets requires application of computational fluid dynamics (CFD) methods for electrically conductive liquids in geometrically complex regions and in the presence of a strong magnetic field. A current state of the art general purpose CFD code allows modeling of the flow in complex geometric regions, with simultaneous conjugated heat transfer analysis in liquid and surrounding solid parts. Together with a magnetohydrodynamics (MHD) capability, the general purpose CFD code will be a valuab
|
|||||||
correct_foundationPlace_00077
|
FactBench
|
1
| 79
|
https://www.science.gov/topicpages/e/element%2Bpackage%2Bansys
|
en
|
element package ansys: Topics by Science.gov
|
[
"https://www.science.gov/scigov/desktop/en/images/SciGov_logo.png"
] |
[] |
[] |
[
""
] | null |
[] | null |
en
| null |
Finite element meshing of ANSYS (trademark) solid models
NASA Technical Reports Server (NTRS)
Kelley, F. S.
1987-01-01
A large scale, general purpose finite element computer program, ANSYS, developed and marketed by Swanson Analysis Systems, Inc. is discussed. ANSYS was perhaps the first commercially available program to offer truly interactive finite element model generation. ANSYS's purpose is for solid modeling. This application is briefly discussed and illustrated.
ANSYS duplicate finite-element checker routine
NASA Technical Reports Server (NTRS)
Ortega, R.
1995-01-01
An ANSYS finite-element code routine to check for duplicated elements within the volume of a three-dimensional (3D) finite-element mesh was developed. The routine developed is used for checking floating elements within a mesh, identically duplicated elements, and intersecting elements with a common face. A space shuttle main engine alternate turbopump development high pressure oxidizer turbopump finite-element model check using the developed subroutine is discussed. Finally, recommendations are provided for duplicate element checking of 3D finite-element models.
VALIDATION OF ANSYS FINITE ELEMENT ANALYSIS SOFTWARE
DOE Office of Scientific and Technical Information (OSTI.GOV)
HAMM, E.R.
2003-06-27
This document provides a record of the verification and Validation of the ANSYS Version 7.0 software that is installed on selected CH2M HILL computers. The issues addressed include: Software verification, installation, validation, configuration management and error reporting. The ANSYS{reg_sign} computer program is a large scale multi-purpose finite element program which may be used for solving several classes of engineering analysis. The analysis capabilities of ANSYS Full Mechanical Version 7.0 installed on selected CH2M Hill Hanford Group (CH2M HILL) Intel processor based computers include the ability to solve static and dynamic structural analyses, steady-state and transient heat transfer problems, mode-frequency andmore » buckling eigenvalue problems, static or time-varying magnetic analyses and various types of field and coupled-field applications. The program contains many special features which allow nonlinearities or secondary effects to be included in the solution, such as plasticity, large strain, hyperelasticity, creep, swelling, large deflections, contact, stress stiffening, temperature dependency, material anisotropy, and thermal radiation. The ANSYS program has been in commercial use since 1970, and has been used extensively in the aerospace, automotive, construction, electronic, energy services, manufacturing, nuclear, plastics, oil and steel industries.« less
[Finite Element Analysis of Intravascular Stent Based on ANSYS Software].
PubMed
Shi, Gengqiang; Song, Xiaobing
2015-10-01
This paper adopted UG8.0 to bulid the stent and blood vessel models. The models were then imported into the finite element analysis software ANSYS. The simulation results of ANSYS software showed that after endothelial stent implantation, the velocity of the blood was slow and the fluctuation of velocity was small, which meant the flow was relatively stable. When blood flowed through the endothelial stent, the pressure gradually became smaller, and the range of the pressure was not wide. The endothelial shear stress basically unchanged. In general, it can be concluded that the endothelial stents have little impact on the flow of blood and can fully realize its function.
Numerical modeling of continuous flow microwave heating: a critical comparison of COMSOL and ANSYS.
PubMed
Salvi, D; Boldor, Dorin; Ortego, J; Aita, G M; Sabliov, C M
2010-01-01
Numerical models were developed to simulate temperature profiles in Newtonian fluids during continuous flow microwave heating by one way coupling electromagnetism, fluid flow, and heat transport in ANSYS 8.0 and COMSOL Multiphysics v3.4. Comparison of the results from the COMSOL model with the results from a pre-developed and validated ANSYS model ensured accuracy of the COMSOL model. Prediction of power Loss by both models was in close agreement (5-13% variation) and the predicted temperature profiles were similar. COMSOL provided a flexible model setup whereas ANSYS required coupling incompatible elements to transfer load between electromagnetic, fluid flow, and heat transport modules. Overall, both software packages provided the ability to solve multiphysics phenomena accurately.
A finite-element study of a piezoelectric/poroelastic sound package concept
NASA Astrophysics Data System (ADS)
Batifol, C.; Zielinski, T. G.; Ichchou, M. N.; Galland, M.-A.
2007-02-01
This paper presents a complete finite-element description of a hybrid passive/active sound package concept for acoustic insulation. The sandwich created includes a poroelastic core and piezoelectric patches to ensure high panel performance over the medium/high and low frequencies, respectively. All layers are modelled thanks to a Comsol environmentComsol is the new name of the finite element software previously called Femlab.. The piezoelectric/elastic and poroelastic/elastic coupling are fully considered. The study highlights the reliability of the model by comparing results with those obtained from the Ansys finite-element software and with analytical developments. The chosen shape functions and mesh convergence rate for each layer are discussed in terms of dynamic behaviour. Several layer configurations are then tested, with the aim of designing the panel and its hybrid functionality in an optimal manner. The differences in frequency responses are discussed from a physical perspective. Lastly, an initial experimental test shows the concept to be promising.
Definition of Availability Index of Deformed Building Constructions Using the Finite - Element Analysis Package
NASA Astrophysics Data System (ADS)
Shutova, M. N.; Skibin, G. M.; Evtushenko, S. I.
2017-11-01
The paper is devoted to the problem of definition of availability index of deforming building construction in atypical cases. The authors revealed a real applicability of the finite-elements analyses package, such as ANSYS, for engineering testing calculations of building constructions and determination of the sites of increased stresses. It was determined that stresses increased up to 7.75 times in the sites with mechanical defects (for steel crane girder); also, the authors revealed the convergence of the calculation results between the finite element method and a usual decision using the strength of materials (in the limits 2-14% for steel truss frame). The equivalent stresses donât exceed the maximum permissible tension for this type of steel. The building constructions have a limited availability index.
A Novel Arterial Constitutive Model in a Commercial Finite Element Package: Application to Balloon Angioplasty
PubMed Central
Zhao, Xuefeng; Liu, Yi; Zhang, Wei; Wang, Cong; Kassab, Ghassan S.
2011-01-01
Recently, a novel linearized constitutive model with a new strain measure that absorbs the material nonlinearity was validated for arteries. In this study, the linearized arterial stress-strain relationship is implemented into a finite element method package ANSYS, via the user subroutine USERMAT. The reference configuration is chosen to be the closed cylindrical tube (no-load state) rather than the open sector (zero-stress state). The residual strain is taken into account by analytic calculation and the incompressibility condition is enforced with Lagrange penalty method. Axisymmetric finite element analyses are conducted to demonstrate potential applications of this approach in a complex boundary value problem where angioplasty balloon interacts with the vessel wall. The model predictions of transmural circumferential and compressive radial stress distributions were also validated against an exponential-type Fung model, and the mean error was found to be within 6%. PMID:21689665
Finite element analysis of container ship's cargo hold using ANSYS and POSEIDON software
NASA Astrophysics Data System (ADS)
Tanny, Tania Tamiz; Akter, Naznin; Amin, Osman Md.
2017-12-01
Nowadays ship structural analysis has become an integral part of the preliminary ship design providing further support for the development and detail design of ship structures. Structural analyses of container ship's cargo holds are carried out for the balancing of their safety and capacity, as those ships are exposed to the high risk of structural damage during voyage. Two different design methodologies have been considered for the structural analysis of a container ship's cargo hold. One is rule-based methodology and the other is a more conventional software based analyses. The rule based analysis is done by DNV-GL's software POSEIDON and the conventional package based analysis is done by ANSYS structural module. Both methods have been applied to analyze some of the mechanical properties of the model such as total deformation, stress-strain distribution, Von Mises stress, Fatigue etc., following different design bases and approaches, to indicate some guidance's for further improvements in ship structural design.
3-D Analysis of Flanged Joints Through Various Preload Methods Using ANSYS
NASA Astrophysics Data System (ADS)
Murugan, Jeyaraj Paul; Kurian, Thomas; Jayaprakash, Janardhan; Sreedharapanickar, Somanath
2015-10-01
Flanged joints are being employed in aerospace solid rocket motor hardware for the integration of various systems or subsystems. Hence, the design of flanged joints is very important in ensuring the integrity of motor while functioning. As these joints are subjected to higher loads due to internal pressure acting inside the motor chamber, an appropriate preload is required to be applied in this joint before subjecting it to the external load. Preload, also known as clamp load, is applied on the fastener and helps to hold the mating flanges together. Generally preload is simulated as a thermal load and the exact preload is obtained through number of iterations. Infact, more iterations are required when considering the material nonlinearity of the bolt. This way of simulation will take more computational time for generating the required preload. Now a days most commercial software packages use pretension elements for simulating the preload. This element does not require iterations for inducing the preload and it can be solved with single iteration. This approach takes less computational time and thus one can study the characteristics of the joint easily by varying the preload. When the structure contains more number of joints with different sizes of fasteners, pretension elements can be used compared to thermal load approach for simulating each size of fastener. This paper covers the details of analyses carried out simulating the preload through various options viz., preload through thermal, initial state command and pretension element etc. using ANSYS finite element package.
Analysis of composite plates by using mechanics of structure genome and comparison with ANSYS
NASA Astrophysics Data System (ADS)
Zhao, Banghua
Motivated by a recently discovered concept, Structure Genome (SG) which is defined as the smallest mathematical building block of a structure, a new approach named Mechanics of Structure Genome (MSG) to model and analyze composite plates is introduced. MSG is implemented in a general-purpose code named SwiftComp(TM), which provides the constitutive models needed in structural analysis by homogenization and pointwise local fields by dehomogenization. To improve the user friendliness of SwiftComp(TM), a simple graphic user interface (GUI) based on ANSYS Mechanical APDL platform, called ANSYS-SwiftComp GUI is developed, which provides a convenient way to create some common SG models or arbitrary customized SG models in ANSYS and invoke SwiftComp(TM) to perform homogenization and dehomogenization. The global structural analysis can also be handled in ANSYS after homogenization, which could predict the global behavior and provide needed inputs for dehomogenization. To demonstrate the accuracy and efficiency of the MSG approach, several numerical cases are studied and compared using both MSG and ANSYS. In the ANSYS approach, 3D solid element models (ANSYS 3D approach) are used as reference models and the 2D shell element models created by ANSYS Composite PrepPost (ACP approach) are compared with the MSG approach. The results of the MSG approach agree well with the ANSYS 3D approach while being as efficient as the ACP approach. Therefore, the MSG approach provides an efficient and accurate new way to model composite plates.
Materials in Manufacturing and Packaging Systems as Sources of Elemental Impurities in Packaged Drug Products: A Literature Review.
PubMed
Jenke, Dennis R; Stults, Cheryl L M; Paskiet, Diane M; Ball, Douglas J; Nagao, Lee M
Elemental impurities in drug products can arise from a number of different sources and via a number of different means, including the active pharmaceutical ingredient, excipients, the vehicle, and leaching of elemental entities that are present in the drug product's manufacturing or packaging systems. Thus, knowledge about the presence, level, and likelihood of leaching of elemental entities in manufacturing and packaging systems is relevant to understanding how these systems contribute to a drug product's total elemental impurity burden. To that end, a joint team from the Extractables and Leachables Safety Information Exchange (ELSIE) Consortium and the International Pharmaceutical Aerosol Consortium on Regulation and Science (IPAC-RS) has conducted a review of the available literature on elemental entities in pharmaceutically relevant polymers and the presence of these elemental entities in material extracts and/or drug products. This review article contains the information compiled from the available body of literature and considers two questions: (1) What elemental entities are present in the relevant polymers and materials and at what levels are they present? (2) To what extent are these elemental entities leached from these materials under conditions relevant to the manufacturing and storage/distribution of solution drug products? Conclusions drawn from the compiled data are as follows: (1) Elemental entities are present in the materials used to construct packaging and manufacturing systems as these materials either contain these elemental entities as additives or are exposed to elemental entities during their production. (2) Unless the elemental entities are parts of the materials themselves (for example, SiO 2 in glass) or intentionally added to the materials (for example, metal stearates in polymers), their incidental amounts in the materials are generally low. (3) When elemental entities are present in materials and systems, generally only a very small
Ceramic material life prediction: A program to translate ANSYS results to CARES/LIFE reliability analysis
NASA Technical Reports Server (NTRS)
Vonhermann, Pieter; Pintz, Adam
1994-01-01
This manual describes the use of the ANSCARES program to prepare a neutral file of FEM stress results taken from ANSYS Release 5.0, in the format needed by CARES/LIFE ceramics reliability program. It is intended for use by experienced users of ANSYS and CARES. Knowledge of compiling and linking FORTRAN programs is also required. Maximum use is made of existing routines (from other CARES interface programs and ANSYS routines) to extract the finite element results and prepare the neutral file for input to the reliability analysis. FORTRAN and machine language routines as described are used to read the ANSYS results file. Sub-element stresses are computed and written to a neutral file using FORTRAN subroutines which are nearly identical to those used in the NASCARES (MSC/NASTRAN to CARES) interface.
Influence of different materials on the thermal behavior of a CDIP-8 ceramic package
NASA Astrophysics Data System (ADS)
Weide, Kirsten; Keck, Christian
1999-08-01
The temperature distribution inside a package is determined by the heat transfer from the package to the ambient, depending on the heat conductivities of the different used materials. With the help of finite element simulations the thermal behavior of the package can be characterized. In precise simulations convection and radiation effects have to be taken into account. In this paper the influence of different materials like the ceramic, the pin and die attach material and adhesive material between the chip and the die attach on the thermal resistance of the ceramic package will be investigated. A finite element model of the ceramic package including a voltage regulator on the chip was created. The simulations were carried out with the finite element program ANSYS. An easy way to take the radiation effect into account, which normally is difficult to handle in the simulation, will be shown. The results of the simulations are verified by infrared measurements. A comparison of the thermal resistance between the best case and worst case for different package materials was done. The thermal conductivity of the ceramic material shows the strongest influence on the thermal resistance.
cis-Acting elements important for retroviral RNA packaging specificity.
PubMed
Beasley, Benjamin E; Hu, Wei-Shau
2002-05-01
Spleen necrosis virus (SNV) proteins can package RNA from distantly related murine leukemia virus (MLV), whereas MLV proteins cannot package SNV RNA efficiently. We used this nonreciprocal recognition to investigate regions of packaging signals that influence viral RNA encapsidation specificity. Although the MLV and SNV packaging signals (Psi and E, respectively) do not contain significant sequence homology, they both contain a pair of hairpins. This hairpin pair was previously proposed to be the core element in MLV Psi. In the present study, MLV-based vectors were generated to contain chimeric SNV/MLV packaging signals in which the hairpins were replaced with the heterologous counterpart. The interactions between these chimeras and MLV or SNV proteins were examined by virus replication and RNA analyses. SNV proteins recognized all of the chimeras, indicating that these chimeras were functional. We found that replacing the hairpin pair did not drastically alter the ability of MLV proteins to package these chimeras. These results indicate that, despite the important role of the hairpin pair in RNA packaging, it is not the major motif responsible for the ability of MLV proteins to discriminate between the MLV and SNV packaging signals. To determine the role of sequences flanking the hairpins in RNA packaging specificity, vectors with swapped flanking regions were generated and evaluated. SNV proteins packaged all of these chimeras efficiently. In contrast, MLV proteins strongly favored chimeras with the MLV 5'-flanking regions. These data indicated that MLV Gag recognizes multiple elements in the viral packaging signal, including the hairpin structure and flanking regions.
ANSYS UIDL-Based CAE Development of Axial Support System for Optical Mirror
NASA Astrophysics Data System (ADS)
Yang, De-Hua; Shao, Liang
2008-09-01
The Whiffle-tree type axial support mechanism is widely adopted by most relatively large optical mirrors. Based on the secondary developing tools offered by the commonly used Finite Element Anylysis (FEA) software ANSYS, ANSYS Parametric Design Language (APDL) is used for creating the mirror FEA model driven by parameters, and ANSYS User Interface Design Language (UIDL) for generating custom menu of interactive manner, whereby, the relatively independent dedicated Computer Aided Engineering (CAE) module is embedded in ANSYS for calculation and optimization of axial Whiffle-tree support of optical mirrors. An example is also described to illustrate the intuitive and effective usage of the dedicated module by boosting work efficiency and releasing related engineering knowledge of user. The philosophy of secondary-developed special module with commonly used software also suggests itself for product development in other industries.
Sandia/Stanford Unified Creep Plasticity Damage Model for ANSYS
DOE Office of Scientific and Technical Information (OSTI.GOV)
Pierce, David M.; Vianco, Paul T.; Fossum, Arlo F.
2006-09-03
A unified creep plasticity (UCP) model was developed, based upon the time-dependent and time-independent deformation properties of the 95.5Sn-3.9Ag-0.6Cu (wt.%) soldier that were measured at Sandia. Then, a damage parameter, D, was added to the equation to develop the unified creep plasticity damage (UCPD) model. The parameter, D, was parameterized, using data obtained at Sandia from isothermal fatigue experiments on a double-lap shear test. The softwae was validated against a BGA solder joint exposed to thermal cycling. The UCPD model was put into the ANSYS finite element as a subroutine. So, the softwae is the subroutine for ANSYS 8.1.
ANSYS Modeling of Hydrostatic Stress Effects
NASA Technical Reports Server (NTRS)
Allen, Phillip A.
1999-01-01
Classical metal plasticity theory assumes that hydrostatic pressure has no effect on the yield and postyield behavior of metals. Plasticity textbooks, from the earliest to the most modem, infer that there is no hydrostatic effect on the yielding of metals, and even modem finite element programs direct the user to assume the same. The object of this study is to use the von Mises and Drucker-Prager failure theory constitutive models in the finite element program ANSYS to see how well they model conditions of varying hydrostatic pressure. Data is presented for notched round bar (NRB) and "L" shaped tensile specimens. Similar results from finite element models in ABAQUS are shown for comparison. It is shown that when dealing with geometries having a high hydrostatic stress influence, constitutive models that have a functional dependence on hydrostatic stress are more accurate in predicting material behavior than those that are independent of hydrostatic stress.
USSAERO version D computer program development using ANSI standard FORTRAN 77 and DI-3000 graphics
NASA Technical Reports Server (NTRS)
Wiese, M. R.
1986-01-01
The D version of the Unified Subsonic Supersonic Aerodynamic Analysis (USSAERO) program is the result of numerous modifications and enhancements to the B01 version. These changes include conversion to ANSI standard FORTRAN 77; use of the DI-3000 graphics package; removal of the overlay structure; a revised input format; the addition of an input data analysis routine; and increasing the number of aeronautical components allowed.
Modeling startup and shutdown transient of the microlinear piezo drive via ANSYS
NASA Astrophysics Data System (ADS)
Azin, A. V.; Bogdanov, E. P.; Rikkonen, S. V.; Ponomarev, S. V.; Khramtsov, A. M.
2017-02-01
The article describes the construction-design of the micro linear piezo drive intended for a peripheral cord tensioner in the reflecting surface shape regulator system for large-sized transformable spacecraft antenna reflectors. The research target -the development method of modeling startup and shutdown transient of the micro linear piezo drive. This method is based on application software package ANSYS. The method embraces a detailed description of the calculation stages to determine the operating characteristics of the designed piezo drive. Based on the numerical solutions, the time characteristics of the designed piezo drive are determined.
Determining Permissible Oxygen and Water Vapor Transmission Rate for Non-Retort Military Ration Packaging
DTIC Science & Technology
2011-11-01
OXYGEN AND WATER VAPOR TRANSMISSION RATE FOR NON- RETORT MILITARY RATION PACKAGING by Danielle Froio Alan Wright Nicole Favreau and Sarah...ANSI Std. Z39.18 RETORT STORAGE SHELF LIFE RETORT POUCHES SENSORY ANALYSIS OXYGEN CRACKERS PACKAGING SENSORY... Packaging for MRE. (a) MRE Retort Pouch Quad-Laminate Structure; (b) MRE Non- retort Pouch Tri-Laminate Structure
Structural Analysis of Kufasat Using Ansys Program
NASA Astrophysics Data System (ADS)
Al-Maliky, Firas T.; AlBermani, Mohamed J.
2018-03-01
The current work focuses on vibration and modal analysis of KufaSat structure using ANSYS 16 program. Three types of Aluminum alloys (5052-H32, 6061-T6 and 7075-T6) were selected for investigation of the structure under design loads. Finite element analysis (FEA) in design static load of 51 g was performed. The natural frequencies for five modes were estimated using modal analysis. In order to ensure that KufaSat could withstand with various conditions during launch, the Margin of safety was calculated. The results of deformation and Von Mises stress for linear buckling analysis were also performed. The comparison of data was done to select the optimum material for KufaSat structures.
Prompt gamma neutron activation analysis of toxic elements in radioactive waste packages.
PubMed
Ma, J-L; Carasco, C; Perot, B; Mauerhofer, E; Kettler, J; Havenith, A
2012-07-01
The French Alternative Energies and Atomic Energy Commission (CEA) and National Radioactive Waste Management Agency (ANDRA) are conducting an R&D program to improve the characterization of long-lived and medium activity (LL-MA) radioactive waste packages. In particular, the amount of toxic elements present in radioactive waste packages must be assessed before they can be accepted in repository facilities in order to avoid pollution of underground water reserves. To this aim, the Nuclear Measurement Laboratory of CEA-Cadarache has started to study the performances of Prompt Gamma Neutron Activation Analysis (PGNAA) for elements showing large capture cross sections such as mercury, cadmium, boron, and chromium. This paper reports a comparison between Monte Carlo calculations performed with the MCNPX computer code using the ENDF/B-VII.0 library and experimental gamma rays measured in the REGAIN PGNAA cell with small samples of nickel, lead, cadmium, arsenic, antimony, chromium, magnesium, zinc, boron, and lithium to verify the validity of a numerical model and gamma-ray production data. The measurement of a â¼20kg test sample of concrete containing toxic elements has also been performed, in collaboration with Forschungszentrum Jülich, to validate the model in view of future performance studies for dense and large LL-MA waste packages. Copyright © 2012 Elsevier Ltd. All rights reserved.
Static analysis of the hull plate using the finite element method
NASA Astrophysics Data System (ADS)
Ion, A.
2015-11-01
This paper aims at presenting the static analysis for two levels of a container ship's construction as follows: the first level is at the girder / hull plate and the second level is conducted at the entire strength hull of the vessel. This article will describe the work for the static analysis of a hull plate. We shall use the software package ANSYS Mechanical 14.5. The program is run on a computer with four Intel Xeon X5260 CPU processors at 3.33 GHz, 32 GB memory installed. In terms of software, the shared memory parallel version of ANSYS refers to running ANSYS across multiple cores on a SMP system. The distributed memory parallel version of ANSYS (Distributed ANSYS) refers to running ANSYS across multiple processors on SMP systems or DMP systems.
New ANSI standard for thyroid phantom
DOE PAGES
Mallett, Michael W.; Bolch, Wesley E.; Fulmer, Philip C.; ...
2015-08-01
Here, a new ANSI standard titled âThyroid Phantom Used in Occupational Monitoringâ (Health Physics Society 2014) has been published. The standard establishes the criteria for acceptable design, fabrication, or modeling of a phantom suitable for calibrating in vivo monitoring systems to measure photon-emitting radionuclides deposited in the thyroid. The current thyroid phantom standard was drafted in 1973 (ANSI N44.3-1973), last reviewed in 1984, and a revision of the standard to cover a more modern approach was deemed warranted.
Development and testing of a numerical simulation method for thermally nonequilibrium dissociating flows in ANSYS Fluent
NASA Astrophysics Data System (ADS)
Shoev, G. V.; Bondar, Ye. A.; Oblapenko, G. P.; Kustova, E. V.
2016-03-01
Various issues of numerical simulation of supersonic gas flows with allowance for thermochemical nonequilibrium on the basis of fluid dynamic equations in the two-temperature approximation are discussed. The computational tool for modeling flows with thermochemical nonequilibrium is the commercial software package ANSYS Fluent with an additional userdefined open-code module. A comparative analysis of results obtained by various models of vibration-dissociation coupling in binary gas mixtures of nitrogen and oxygen is performed. Results of numerical simulations are compared with available experimental data.
Analysis of Vibrational Harmonic Response for Printing Double-Sheet Detecting System via ANSYS
NASA Astrophysics Data System (ADS)
Guo, Qiang; Cai, Ji-Fei; Wang, Yan; Zhang, Yang
In order to explore the influence of the harmonic response of system vibration upon the stability of the double-sheet detector system, the mathematical model of vibrational system is established via the mechanical dynamic theory. Vibrational system of double-sheet detector is studied by theoretical modeling, and the dynamic simulation to obtain the amplitude/phase frequency response curve of the system based on ANSYS is completed to make a comparison with the theoretical results. It is shown that the theoretical value is basically consistent with that calculated through ANSYS. Conclusion vibrational characteristics of double-sheet detection system is obtained quickly and accurately, and propound solving measures by some crucial factors, such as the harmonic load, mass and stiffness, which will affect the vibration of the system, contribute to the finite element method is applied to the complex multiple-degree-of-freedom system.
ANSYS simulation of the capacitance coupling of quartz tuning fork gyroscope
NASA Astrophysics Data System (ADS)
Zhang, Qing; Feng, Lihui; Zhao, Ke; Cui, Fang; Sun, Yu-nan
2013-12-01
Coupling error is one of the main error sources of the quartz tuning fork gyroscope. The mechanism of capacitance coupling error is analyzed in this article. Finite Element Method (FEM) is used to simulate the structure of the quartz tuning fork by ANSYS software. The voltage output induced by the capacitance coupling is simulated with the harmonic analysis and characteristics of electrical and mechanical parameters influenced by the capacitance coupling between drive electrodes and sense electrodes are discussed with the transient analysis.
ANSYS-Based Simulation and Optimization on Temperature Field of Amorphous Ingot Made by Water Quenching
NASA Astrophysics Data System (ADS)
Zhao, W.; Sun, Z.; Tang, Z.; Liaw, P. K.; Li, J.; Liu, R. P.; Li, Gong
2014-05-01
2D finite element analysis was conducted on the temperature field to create an amorphous ingot by vacuum water quenching. An optimized analysis document was then written by ANSYS parametric design language, and the optimal design modules of ANSYS were used to study the inside diameter and wall thickness of the quartz tube, as well as the water temperature. The microstructure and the phase structure of the amorphous ingot were evaluated by scanning electron microscopy and X-ray diffraction, respectively. Results show that during the cooling process, the thinner wall thickness, smaller diameter of the ingot, or lower temperature of the water environment can result in higher cooling rate at a given temperature. Besides, the gap between the different cooling rates induced by wall thickness or diameter of the ingot narrows down as the temperature decreases, and the gap between the different cooling rates induced by temperature of the water environment remains constant. The process parameters in creating an amorphous ingot, which is optimized by the finite element analysis on the temperature field, are reliable.
Aerodynamic Analysis of a Canard Missile Configuration using ANSYS-CFX
DTIC Science & Technology
2011-12-01
OF A CANARD MISSILE CONFIGURATION USING ANSYS - CFX by Hong Chuan Wee December 2011 Thesis Advisor: Maximilian Platzer Second Reader...DATES COVERED Masterâs Thesis 4. TITLE AND SUBTITLE Aerodynamic Analysis of a Canard Missile Configuration using ANSYS - CFX 5. FUNDING NUMBERS 6...distribution is unlimited 12b. DISTRIBUTION CODE 13. ABSTRACT (maximum 200 words) This study used the Computational Fluid Dynamics code, ANSYS - CFX to
Analytical investigation of a three-dimensional FRP-retrofitted reinforced concrete structure's behaviour under earthquake load effect in ANSYS program
NASA Astrophysics Data System (ADS)
Altun, F.; Birdal, F.
2012-12-01
In this study, a 1:3 scaled, three-storey, FRP (Fiber Reinforced Polymer) retrofitted reinforced concrete model structure whose behaviour and crack development were identified experimentally in the laboratory was investigated analytically. Determination of structural behaviour under earthquake load is only possible in a laboratory environment with a specific scale, as carrying out structural experiments is difficult due to the evaluation of increased parameter numbers and because it requires an expensive laboratory setup. In an analytical study, structure was modelled using ANSYS Finite Element Package Program (2007), and its behaviour and crack development were revealed. When experimental difficulties are taken into consideration, analytical investigation of structure behaviour is more economic and much faster. At the end of the study, experimental results of structural behaviour and crack development were compared with analytical data. It was concluded that in a model structure retrofitted with FRP, the behaviour and cracking model can be determined without testing by determining the reasons for the points where analytical results are not converged with experimental data. Better understanding of structural behaviour is analytically enabled with the study.
Method to simulate and analyse induced stresses for laser crystal packaging technologies.
PubMed
Ribes-Pleguezuelo, Pol; Zhang, Site; Beckert, Erik; Eberhardt, Ramona; Wyrowski, Frank; Tünnermann, Andreas
2017-03-20
A method to simulate induced stresses for a laser crystal packaging technique and the consequent study of birefringent effects inside the laser cavities has been developed. The method has been implemented by thermo-mechanical simulations implemented with ANSYS 17.0. ANSYS results were later imported in VirtualLab Fusion software where input/output beams in terms of wavelengths and polarization were analysed. The study has been built in the context of a low-stress soldering technique implemented for glass or crystal optics packaging's called the solderjet bumping technique. The outcome of the analysis showed almost no difference between the input and output laser beams for the laser cavity constructed with an yttrium aluminum garnet active laser crystal, a second harmonic generator beta-barium borate, and the output laser mirror made of fused silica assembled by the low-stress solderjet bumping technique.
Application of Benchmark Examples to Assess the Single and Mixed-Mode Static Delamination Propagation Capabilities in ANSYS
NASA Technical Reports Server (NTRS)
Krueger, Ronald
2012-01-01
The application of benchmark examples for the assessment of quasi-static delamination propagation capabilities is demonstrated for ANSYS. The examples are independent of the analysis software used and allow the assessment of the automated delamination propagation in commercial finite element codes based on the virtual crack closure technique (VCCT). The examples selected are based on two-dimensional finite element models of Double Cantilever Beam (DCB), End-Notched Flexure (ENF), Mixed-Mode Bending (MMB) and Single Leg Bending (SLB) specimens. First, the quasi-static benchmark examples were recreated for each specimen using the current implementation of VCCT in ANSYS . Second, the delamination was allowed to propagate under quasi-static loading from its initial location using the automated procedure implemented in the finite element software. Third, the load-displacement relationship from a propagation analysis and the benchmark results were compared, and good agreement could be achieved by selecting the appropriate input parameters. The benchmarking procedure proved valuable by highlighting the issues associated with choosing the input parameters of the particular implementation. Overall the results are encouraging, but further assessment for three-dimensional solid models is required.
Structural Performanceâs Optimally Analysing and Implementing Based on ANSYS Technology
NASA Astrophysics Data System (ADS)
Han, Na; Wang, Xuquan; Yue, Haifang; Sun, Jiandong; Wu, Yongchun
2017-06-01
Computer-aided Engineering (CAE) is a hotspot both in academic field and in modern engineering practice. Analysis System(ANSYS) simulation software for its excellent performance become outstanding one in CAE family, it is committed to the innovation of engineering simulation to help users to shorten the design process, improve product innovation and performance. Aimed to explore a structural performanceâs optimally analyzing model for engineering enterprises, this paper introduced CAE and its development, analyzed the necessity for structural optimal analysis as well as the framework of structural optimal analysis on ANSYS Technology, used ANSYS to implement a reinforced concrete slab structural performanceâs optimal analysis, which was display the chart of displacement vector and the chart of stress intensity. Finally, this paper compared ANSYS software simulation results with the measured results,expounded that ANSYS is indispensable engineering calculation tools.
Numerical modeling on carbon fiber composite material in Gaussian beam laser based on ANSYS
NASA Astrophysics Data System (ADS)
Luo, Ji-jun; Hou, Su-xia; Xu, Jun; Yang, Wei-jun; Zhao, Yun-fang
2014-02-01
Based on the heat transfer theory and finite element method, the macroscopic ablation model of Gaussian beam laser irradiated surface is built and the value of temperature field and thermal ablation development is calculated and analyzed rationally by using finite element software of ANSYS. Calculation results show that the ablating form of the materials in different irritation is of diversity. The laser irradiated surface is a camber surface rather than a flat surface, which is on the lowest point and owns the highest power density. Research shows that the higher laser power density absorbed by material surface, the faster the irritation surface regressed.
Validation of High Displacement Piezoelectric Actuator Finite Element Models
NASA Technical Reports Server (NTRS)
Taleghani, B. K.
2000-01-01
The paper presents the results obtained by using NASTRAN(Registered Trademark) and ANSYS(Regitered Trademark) finite element codes to predict doming of the THUNDER piezoelectric actuators during the manufacturing process and subsequent straining due to an applied input voltage. To effectively use such devices in engineering applications, modeling and characterization are essential. Length, width, dome height, and thickness are important parameters for users of such devices. Therefore, finite element models were used to assess the effects of these parameters. NASTRAN(Registered Trademark) and ANSYS(Registered Trademark) used different methods for modeling piezoelectric effects. In NASTRAN(Registered Trademark), a thermal analogy was used to represent voltage at nodes as equivalent temperatures, while ANSYS(Registered Trademark) processed the voltage directly using piezoelectric finite elements. The results of finite element models were validated by using the experimental results.
Temperature Field Simulation of Powder Sintering Process with ANSYS
NASA Astrophysics Data System (ADS)
He, Hongxiu; Wang, Jun; Li, Shuting; Chen, Zhilong; Sun, Jinfeng; You, Ying
2018-03-01
Aiming at the âspheroidization phenomenonâ in the laser sintering of metal powder and other quality problems of the forming parts due to the thermal effect, the finite element model of the three-dimensional transient metal powder was established by using the atomized iron powder as the research object. The simulation of the mobile heat source was realized by means of parametric design. The distribution of the temperature field during the sintering process under different laser power and different spot sizes was simulated by ANSYS software under the condition of fully considering the influence of heat conduction, thermal convection, thermal radiation and thermophysical parameters. The influence of these factors on the actual sintering process was also analyzed, which provides an effective way for forming quality control.
An open source software tool to assign the material properties of bone for ABAQUS finite element simulations.
PubMed
Pegg, Elise C; Gill, Harinderjit S
2016-09-06
A new software tool to assign the material properties of bone to an ABAQUS finite element mesh was created and compared with Bonemat, a similar tool originally designed to work with Ansys finite element models. Our software tool (py_bonemat_abaqus) was written in Python, which is the chosen scripting language for ABAQUS. The purpose of this study was to compare the software packages in terms of the material assignment calculation and processing speed. Three element types were compared (linear hexahedral (C3D8), linear tetrahedral (C3D4) and quadratic tetrahedral elements (C3D10)), both individually and as part of a mesh. Comparisons were made using a CT scan of a hemi-pelvis as a test case. A small difference, of -0.05kPa on average, was found between Bonemat version 3.1 (the current version) and our Python package. Errors were found in the previous release of Bonemat (version 3.0 downloaded from www.biomedtown.org) during calculation of the quadratic tetrahedron Jacobian, and conversion of the apparent density to modulus when integrating over the Young׳s modulus field. These issues caused up to 2GPa error in the modulus assignment. For these reasons, we recommend users upgrade to the most recent release of Bonemat. Processing speeds were assessed for the three different element types. Our Python package took significantly longer (110s on average) to perform the calculations compared with the Bonemat software (10s). Nevertheless, the workflow advantages of the package and added functionality makes 'py_bonemat_abaqus' a useful tool for ABAQUS users. Copyright © 2016 Elsevier Ltd. All rights reserved.
Investigation of the Finite Element Software Packages at KSC
NASA Technical Reports Server (NTRS)
Lu, Chu-Ho
1991-01-01
The useful and powerful features of NASTRAN and three real world problems for the testing of the capabilities of different NASTRAN versions are discussed. The test problems involve direct transient analysis, nonlinear analysis, and static analysis. The experiences in using graphics software packages are also discussed. It was found that MSC/XL can be more useful if it can be improved to generate picture files of the analysis results and to extend its capabilities to support finite element codes other than MSC/NASTRAN. It was found that the current version of SDRC/I-DEAS (version VI) may have bugs in the module 'Data Loader'.
HANFORD DST THERMAL & SEISMIC PROJECT ANSYS BENCHMARK ANALYSIS OF SEISMIC INDUCED FLUID STRUCTURE INTERACTION IN A HANFORD DOUBLE SHELL PRIMARY TANK
DOE Office of Scientific and Technical Information (OSTI.GOV)
MACKEY, T.C.
M&D Professional Services, Inc. (M&D) is under subcontract to Pacific Northwest National Laboratories (PNNL) to perform seismic analysis of the Hanford Site Double-Shell Tanks (DSTs) in support of a project entitled ''Double-Shell Tank (DSV Integrity Project-DST Thermal and Seismic Analyses)''. The overall scope of the project is to complete an up-to-date comprehensive analysis of record of the DST System at Hanford in support of Tri-Party Agreement Milestone M-48-14. The work described herein was performed in support of the seismic analysis of the DSTs. The thermal and operating loads analysis of the DSTs is documented in Rinker et al. (2004). Themore » overall seismic analysis of the DSTs is being performed with the general-purpose finite element code ANSYS. The overall model used for the seismic analysis of the DSTs includes the DST structure, the contained waste, and the surrounding soil. The seismic analysis of the DSTs must address the fluid-structure interaction behavior and sloshing response of the primary tank and contained liquid. ANSYS has demonstrated capabilities for structural analysis, but the capabilities and limitations of ANSYS to perform fluid-structure interaction are less well understood. The purpose of this study is to demonstrate the capabilities and investigate the limitations of ANSYS for performing a fluid-structure interaction analysis of the primary tank and contained waste. To this end, the ANSYS solutions are benchmarked against theoretical solutions appearing in BNL 1995, when such theoretical solutions exist. When theoretical solutions were not available, comparisons were made to theoretical solutions of similar problems and to the results from Dytran simulations. The capabilities and limitations of the finite element code Dytran for performing a fluid-structure interaction analysis of the primary tank and contained waste were explored in a parallel investigation (Abatt 2006). In conjunction with the results of the global ANSYS
Optimally analyzing and implementing of bolt fittings in steel structure based on ANSYS
NASA Astrophysics Data System (ADS)
Han, Na; Song, Shuangyang; Cui, Yan; Wu, Yongchun
2018-03-01
ANSYS simulation software for its excellent performance become outstanding one in Computer-aided Engineering (CAE) family, it is committed to the innovation of engineering simulation to help users to shorten the design process. First, a typical procedure to implement CAE was design. The framework of structural numerical analysis on ANSYS Technology was proposed. Then, A optimally analyzing and implementing of bolt fittings in beam-column join of steel structure was implemented by ANSYS, which was display the cloud chart of XY-shear stress, the cloud chart of YZ-shear stress and the cloud chart of Y component of stress. Finally, ANSYS software simulating results was compared with the measured results by the experiment. The result of ANSYS simulating and analyzing is reliable, efficient and optical. In above process, a structural performance's numerical simulating and analyzing model were explored for engineering enterprises' practice.
On location of piezoelectric element in a smart-structure: numerical investigation and experiment
NASA Astrophysics Data System (ADS)
Oshmarin, D.; Iurlov, M.
2017-06-01
In this paper, based on some example problems it was demonstrated that in examining the possibilities of smart structure applications, the matter of considerable researchersâ concern is the problem of location of piezoelectric elements in the structure to allow effective realization of its smart functions in the framework of the specified strategy of structure control and target purposes (vibration damping, defectoscopy, etc.) The numerical and experimental investigations have shown that for structures with the elements made of piezoelectric materials, it is more convenient to use as a parameter, specifying the best location of the piezoelectric element for damping the vibrations at the prescribed frequency, the coefficient of electromechanical coupling, which is evaluated by the values of eigenfrequencies of the structure in the short-circuit and open-circuit regimes. The values of eigenfrequencies of vibrations are evaluated by solving the problem of natural vibrations of electromechanical systems by the finite element method using the applied ANSYS package. The investigation were conducted for a thin-walled aluminum shell in the form of half-cylinder.
Ceramic ball grid array package stress analysis
NASA Astrophysics Data System (ADS)
Badri, S. H. B. S.; Aziz, M. H. A.; Ong, N. R.; Sauli, Z.; Alcain, J. B.; Retnasamy, V.
2017-09-01
The ball grid array (BGA), a form of chip scale package (CSP), was developed as one of the most advanced surface mount devices, which may be assembled by an ordinary surface ball bumps are used instead of plated nickel and gold (Ni/Au) bumps. Assembly and reliability of the BGA's printed circuit board (PCB), which is soldered by conventional surface mount technology is considered in this study. The Ceramic Ball Grid Array (CBGA) is a rectangular ceramic package or square-shaped that will use the solder ball for external electrical connections instead of leads or wire for connections. The solder balls will be arranged in an array or grid at the bottom of the ceramic package body. In this study, ANSYS software is used to investigate the stress on the package for 2 balls and 4 balls of the CBGA package with the various force range of 1-3 Newton applied to the top of the die, top of the substrate and side of the substrate. The highest maximum stress was analyzed and the maximum equivalent stress was observed on the solder ball and the die. From the simulation result, the CBGA package with less solder balls experience higher stress compared to the package with many solder balls. Therefore, less number of solder ball on the CBGA package results higher stress and critically affect the reliability of the solder balls itself, substrate and die which can lead to the solder crack and also die crack.
Improving finite element results in modeling heart valve mechanics.
PubMed
Earl, Emily; Mohammadi, Hadi
2018-06-01
Finite element analysis is a well-established computational tool which can be used for the analysis of soft tissue mechanics. Due to the structural complexity of the leaflet tissue of the heart valve, the currently available finite element models do not adequately represent the leaflet tissue. A method of addressing this issue is to implement computationally expensive finite element models, characterized by precise constitutive models including high-order and high-density mesh techniques. In this study, we introduce a novel numerical technique that enhances the results obtained from coarse mesh finite element models to provide accuracy comparable to that of fine mesh finite element models while maintaining a relatively low computational cost. Introduced in this study is a method by which the computational expense required to solve linear and nonlinear constitutive models, commonly used in heart valve mechanics simulations, is reduced while continuing to account for large and infinitesimal deformations. This continuum model is developed based on the least square algorithm procedure coupled with the finite difference method adhering to the assumption that the components of the strain tensor are available at all nodes of the finite element mesh model. The suggested numerical technique is easy to implement, practically efficient, and requires less computational time compared to currently available commercial finite element packages such as ANSYS and/or ABAQUS.
Applications of ANSYS/Multiphysics at NASA/Goddard Space Flight Center
NASA Technical Reports Server (NTRS)
Loughlin, Jim
2007-01-01
This viewgraph presentation reviews some of the uses that the ANSYS/Multiphysics system is used for at the NASA Goddard Space Flight Center. Some of the uses of the ANSYS system is used for is MEMS Structural Analysis of Micro-mirror Array for the James Web Space Telescope (JWST), Micro-shutter Array for JWST, MEMS FP Tunable Filter, AstroE2 Micro-calorimeter. Various views of these projects are shown in this presentation.
Building SAWE Capability as an ANSI Accredited Standards Developer
NASA Technical Reports Server (NTRS)
Cerro, Jeffrey A.; Davis, Ed; Peterson, Eric; Griffiths, William T.; Brooks, Andy; Stratton, Bonnie; Attar, Jose
2014-01-01
This paper presents a 2014 status of the Society of Allied Weight Engineers' process towards becoming an Accredited Standards Developer (ASD) under certification by the United States American National Standards Institute (ANSI). Included is material from the committee's 2013 International presentation, current status, and additional general background material. The document strives to serve as a reference point to assist SAWE Recommended Practice and Standards developers in negotiating United States Standards Strategy, international standards strategy, and the association of SAWE standards and recommended practices to those efforts. Required procedures for SAWE to develop and maintain Recommended Practices and ANSI/SAWE Standards are reviewed.
A comparison of FE beam and continuum elements for typical nitinol stent geometries
NASA Astrophysics Data System (ADS)
Ballew, Wesley; Seelecke, Stefan
2009-03-01
With interest in improved efficiency and a more complete description of the SMA material, this paper compares finite element (FE) simulations of typical stent geometries using two different constitutive models and two different element types. Typically, continuum elements are used for the simulation of stents, for example the commercial FE software ANSYS offers a continuum element based on Auricchio's SMA model. Almost every stent geometry, however, is made up of long and slender components and can be modeled more efficiently, in the computational sense, with beam elements. Using the ANSYS user programmable material feature, we implement the free energy based SMA model developed by Mueller and Seelecke into the ANSYS beam element 188. Convergence behavior for both, beam and continuum formulations, is studied in terms of element and layer number, respectively. This is systematically illustrated first for the case of a straight cantilever beam under end loading, and subsequently for a section of a z-bend wire, a typical stent sub-geometry. It is shown that the computation times for the beam element are reduced to only one third of those of the continuum element, while both formulations display a comparable force/displacement response.
ANSI Standard: Complying with Background Noise Limits.
ERIC Educational Resources Information Center
Schaffer, Mark E.
2003-01-01
Discusses the new classroom acoustics standard, ANSI Standard S12.60, which specifies maximum sound level limits that are significantly lower than currently typical for classrooms. Addresses guidelines for unducted HVAC systems, ducted single-zone systems, and central VAV or multizone systems. (EV)
Structural analysis of a ship on global aspect using ANSYS
NASA Astrophysics Data System (ADS)
Rahman, M. Muzibur; Kamol, Rajia Sultana; Islam, Reyana
2017-12-01
Ship is a complex geometry which undergoes a combination of loadings such as hydrostatic, hydrodynamic, wind, wave etc. at sea and thus adequate strength in a ship has always been one of the most challenging tasks for the ship designers. International Maritime Organization (IMO) and classification societies are providing the standards to ensure the adequacy of strength for the ship against all demands throughout its service life. Thus, structural analysis is needed to assess the overall strength of hull, and the means in this regard are based on finite element method which may be applied either local or global aspect of the ship. This paper is an attempt to carry out the structural analysis of a ship in global aspect using ANSYS software to locate the most stress concentration and deformed area, which will have ultimate effect on fatigue fracture.
ARI's Views on ANSI S12.60-2002.
ERIC Educational Resources Information Center
Darbeau, Michele
2003-01-01
States the position of the Air-Conditioning and Refrigeration Institute (ARI) toward ANSI Standard 12.60, which addresses classroom acoustics. Explains why it believes the standard creates an overly stringent requirement. (EV)
ANSYS tools in modeling tires
NASA Technical Reports Server (NTRS)
Ali, Ashraf; Lovell, Michael
1995-01-01
This presentation summarizes the capabilities in the ANSYS program that relate to the computational modeling of tires. The power and the difficulties associated with modeling nearly incompressible rubber-like materials using hyperelastic constitutive relationships are highlighted from a developer's point of view. The topics covered include a hyperelastic material constitutive model for rubber-like materials, a general overview of contact-friction capabilities, and the acoustic fluid-structure interaction problem for noise prediction. Brief theoretical development and example problems are presented for each topic.
Flexible Foam Protection Materials for Constellation Space Suit Element Portable Life Support Subsystem Packaging Study
NASA Technical Reports Server (NTRS)
Tang, Henry H.; Orndoff, Evelyne S.; Thomas, Gretchen A.
2009-01-01
This paper discusses the effort in evaluating and selecting a light weight impact protection material for the Constellation Space Suit Element (CSSE) Portable Life Support Subsystem (PLSS) conceptual packaging study. A light weight material capable of holding and protecting the components inside the PLSS is required to demonstrate the viability of the flexible PLSS packaging concept. The material needs to distribute, dissipate, and absorb the impact energy of the PLSS falling on the lunar surface. It must also be very robust and function in the extreme lunar thermal vacuum environment for up to one hundred Extravehicular Activity (EVA) missions. This paper documents the performance requirements for selecting a foam protection material, and the methodologies for evaluating commercial off-the-shelf (COTS) foam protection materials. It also presents the materials properties test results and impact drop test results of the various foam materials evaluated in the study. The findings from this study suggest that a foam based flexible protection system is a viable solution for PLSS packaging. However, additional works are needed to optimize COTS foam properties or to develop a composite foam system that will meet all the performance requirements for the CSSE PLSS flexible packaging.
A convenient and adaptable package of DNA sequence analysis programs for microcomputers.
PubMed Central
Pustell, J; Kafatos, F C
1982-01-01
We describe a package of DNA data handling and analysis programs designed for microcomputers. The package is convenient for immediate use by persons with little or no computer experience, and has been optimized by trial in our group for a year. By typing a single command, the user enters a system which asks questions or gives instructions in English. The system will enter, alter, and manage sequence files or a restriction enzyme library. It generates the reverse complement, translates, calculates codon usage, finds restriction sites, finds homologies with various degrees of mismatch, and graphs amino acid composition or base frequencies. A number of options for data handling and printing can be used to produce figures for publication. The package will be available in ANSI Standard FORTRAN for use with virtually any FORTRAN compiler. PMID:6278412
Application of ANSYS Workbench and CFX at NASA's John C. Stennis Space Center
NASA Technical Reports Server (NTRS)
Woods, Jody L.
2007-01-01
This viewgraph presentation reviews the overall work of the Stennis Space Center, with particular attention paid to the systems analysis and modeling being done with ANSYS Workbench and CFX. Examples of the analyses done with ANSYS Workbench and CFX and planned analyses are reviewed.
Light emitting diode package element with internal meniscus for bubble free lens placement
DOEpatents
Tarsa, Eric; Yuan, Thomas C.; Becerra, Maryanne; Yadev, Praveen
2010-09-28
A method for fabricating a light emitting diode (LED) package comprising providing an LED chip and covering at least part of the LED chip with a liquid encapsulant having a radius of curvature. An optical element is provided having a bottom surface with at least a portion having a radius of curvature larger than the liquid encapsulant. The larger radius of curvature portion of the optical element is brought into contact with the liquid encapsulant. The optical element is then moved closer to the LED chip, growing the contact area between said optical element and said liquid encapsulant. The liquid encapsulant is then cured. A light emitting diode comprising a substrate with an LED chip mounted to it. A meniscus ring is on the substrate around the LED chip with the meniscus ring having a meniscus holding feature. An inner encapsulant is provided over the LED chip with the inner encapsulant having a contacting surface on the substrate, with the meniscus holding feature which defines the edge of the contacting surface. An optical element is included having a bottom surface with at least a portion that is concave. The optical element is arranged on the substrate with the concave portion over the LED chip. A contacting encapsulant is included between the inner encapsulant and optical element.
Technical Support Document: 50% Energy Savings Design Technology Packages for Highway Lodging Buildings
DOE Office of Scientific and Technical Information (OSTI.GOV)
Jiang, Wei; Gowri, Krishnan; Lane, Michael D.
2009-09-28
This Technical Support Document (TSD) describes the process, methodology and assumptions for development of the 50% Energy Savings Design Technology Packages for Highway Lodging Buildings, a design guidance document intended to provide recommendations for achieving 50% energy savings in highway lodging properties over the energy-efficiency levels contained in ANSI/ASHRAE/IESNA Standard 90.1-2004, Energy Standard for Buildings Except Low-Rise Residential Buildings.
Comparison of lenses' thermal expansion formulation in Zemax versus ANSYS with SigFit post processing
NASA Astrophysics Data System (ADS)
Faria, João.; Alves, J. L.; Nunes-Pereira, Eduardo J.
2017-08-01
The goal of this paper is to study in which extent the use of Zemax is suited for athermalization purposes. The research questions targeted in this paper are: what are the differences in the formulation of materials' thermal expansion between Zemax and Ansys; what is the impact on optical quality between both approaches; quantification of the differences between the two methodologies in terms of back focal length, spot radius and modulation transfer function (MTF). To quantify the differences between both approaches, it is used an objective working between -40°C and 110°C. Initially, only Zemax was used to evaluate the objective. Zemax considers a linear geometric expansion of every optical surface, which is here proved to not be the best approach to find a deformed geometry after a thermal load. The second approach is to create a 3D model and perform a finite element simulation in Ansys software. The input data is the thermal variation and the output is the deformed geometry of the lenses. Using SigFit software, it was possible to generate new mathematical equations of the deformed lenses and import this data into Zemax to start a new ray tracing. The new shape and location of lenses differs for both scenarios, and the difference in the focal plane shift is around 12%. The maximum spot radius difference is 27% and MTF relative error goes up to 16%. Zemax as a standalone software is valid if used as an initial guess for the optical designer. However, as a final stage for validation and detailed design, the approach containing Ansys and SigFit should be preferable.
Performance analysis of the node shell on a container door based on ANSYS
NASA Astrophysics Data System (ADS)
Li, Qingzhou; Zhou, Yi; Hu, Changqing; Cheng, Jiamin; Zeng, Xiaochen
2018-01-01
The structure of thenode shell on a container door was designed and analyzed in this study. The model of the shell was developed with ANSYS. The grids of the model were divided based on the Hex dominant method, and the stress distribution and the temperature distribution of the shell were calculated based on FEA (Finite Element Analysis) method. The analysis results indicated thatthe location of the concave upward side has the highest stress which also lower than the strength limit of the material. The temperature of the magnet installation location was highest, therefore the glue for fixing the magnet must has high temperature resistance. The results provide the basis for the further optimization of the shell.
Experience in Using a Finite Element Stress and Vibration Package on a Minicomputer,
DTIC Science & Technology
1982-01-01
as the Gra’phics Oricntat.ed Interactive Finite Element Time Sharing Pacl’age ( GIFTS ). This packge has been running on a PDP11/60 minicomputer...Unlike many other FEM packages, GIFTS consists of a collecticon E of fully compatible special purpose programns operating on a se. ef files on disk known...matrix is initiated by running the appropriate ptrojrF:’. from the GIFTS library. The following if, a list of the major (IFtS library programs with a
Hermetic Packages For Millimeter-Wave Circuits
NASA Technical Reports Server (NTRS)
Herman, Martin I.; Lee, Karen A.; Lowry, Lynn E.; Carpenter, Alain; Wamhof, Paul
1994-01-01
Advanced hermetic packages developed to house electronic circuits operating at frequencies from 1 to 100 gigahertz and beyond. Signals coupled into and out of packages electromagnetically. Provides circuit packages small, lightweight, rugged, and inexpensive in mass production. Packages embedded in planar microstrip and coplanar waveguide circuits, in waveguide-to-planar and planar-to-waveguide circuitry, in waveguide-to-waveguide circuitry, between radiating (antenna) elements, and between planar transmission lines and radiating elements. Other applications in automotive, communication, radar, remote sensing, and biomedical electronic systems foreseen.
Molded underfill (MUF) encapsulation for flip-chip package: A numerical investigation
NASA Astrophysics Data System (ADS)
Azmi, M. A.; Abdullah, M. K.; Abdullah, M. Z.; Ariff, Z. M.; Saad, Abdullah Aziz; Hamid, M. F.; Ismail, M. A.
2017-07-01
This paper presents the numerical simulation of epoxy molding compound (EMC) filling in multi flip-chip packages during encapsulation process. The empty and a group flip chip packages were considered in the mold cavity in order to study the flow profile of the EMC. SOLIDWORKS software was used for three-dimensional modeling and it was incorporated into fluid analysis software namely as ANSYS FLUENT. The volume of fluid (VOF) technique was used for capturing the flow front profiles and Power Law model was applied for its rheology model. The numerical result are compared and discussed with previous experimental and it was shown a good conformity for model validation. The prediction of flow front was observed and analyzed at different filling time. The possibility and visual of void formation in the package is captured and the number of flip-chip is one factor that contributed to the void formation.
Elaborate SMART MCNP Modelling Using ANSYS and Its Applications
NASA Astrophysics Data System (ADS)
Song, Jaehoon; Surh, Han-bum; Kim, Seung-jin; Koo, Bonsueng
2017-09-01
An MCNP 3-dimensional model can be widely used to evaluate various design parameters such as a core design or shielding design. Conventionally, a simplified 3-dimensional MCNP model is applied to calculate these parameters because of the cumbersomeness of modelling by hand. ANSYS has a function for converting the CAD `stp' format into an MCNP input in the geometry part. Using ANSYS and a 3- dimensional CAD file, a very detailed and sophisticated MCNP 3-dimensional model can be generated. The MCNP model is applied to evaluate the assembly weighting factor at the ex-core detector of SMART, and the result is compared with a simplified MCNP SMART model and assembly weighting factor calculated by DORT, which is a deterministic Sn code.
Advanced Software for Analysis of High-Speed Rolling-Element Bearings
NASA Technical Reports Server (NTRS)
Poplawski, J. V.; Rumbarger, J. H.; Peters, S. M.; Galatis, H.; Flower, R.
2003-01-01
COBRA-AHS is a package of advanced software for analysis of rigid or flexible shaft systems supported by rolling-element bearings operating at high speeds under complex mechanical and thermal loads. These loads can include centrifugal and thermal loads generated by motions of bearing components. COBRA-AHS offers several improvements over prior commercial bearing-analysis programs: It includes innovative probabilistic fatigue-life-estimating software that provides for computation of three-dimensional stress fields and incorporates stress-based (in contradistinction to prior load-based) mathematical models of fatigue life. It interacts automatically with the ANSYS finite-element code to generate finite-element models for estimating distributions of temperature and temperature-induced changes in dimensions in iterative thermal/dimensional analyses: thus, for example, it can be used to predict changes in clearances and thermal lockup. COBRA-AHS provides an improved graphical user interface that facilitates the iterative cycle of analysis and design by providing analysis results quickly in graphical form, enabling the user to control interactive runs without leaving the program environment, and facilitating transfer of plots and printed results for inclusion in design reports. Additional features include roller-edge stress prediction and influence of shaft and housing distortion on bearing performance.
Methods of the working processes modelling of an internal combustion engine by an ANSYS IC Engine module
NASA Astrophysics Data System (ADS)
Kurchatkin, I. V.; Gorshkalev, A. A.; Blagin, E. V.
2017-01-01
This article deals with developed methods of the working processes modelling in the combustion chamber of an internal combustion engine (ICE). Methods includes description of the preparation of a combustion chamber 3-d model, setting of the finite-element mesh, boundary condition setting and solution customization. Aircraft radial engine M-14 was selected for modelling. The cycle of cold blowdown in the ANSYS IC Engine software was carried out. The obtained data were compared to results of known calculation methods. A method of engineâs induction port improvement was suggested.
Writing Material Safely Data Sheets Using the ANSI Standard.
ERIC Educational Resources Information Center
Croft, Suzanne D.
1996-01-01
Presents a history of the ANSI (American National Standards Institute) standard for preparation of Material Safety Data Sheets (MSDS), and provides a section-by-section guide to preparing MSDSs that comply with the standard. (SR)
ANSI-ASQ National Accreditation Board /ACLASS
DTIC Science & Technology
2011-03-28
unclassified c. THIS PAGE unclassified Standard Form 298 (Rev. 8-98) Prescribed by ANSI Std Z39-18 ï§ Laboratories â ISO / IEC 17025 ï§ Inspection...Bodies â ISO / IEC 17020 ï§ RMPs â ISO Guide 34 (Reference Materials) ï§ PT Providers â ISO 17043 ï§ Product Certifiers â ISO Guide 65 ï§ Government...Programs: DoD ELAP, EPA Energy Star, CPSC Toy Safety, NRC, NIST IPV6, NLLAP, NEFAP ï§ TRAINING Programs ï§ Certification Bodies â ISO / IEC 17021
Platform technologies for hybrid optoelectronic integration and packaging
NASA Astrophysics Data System (ADS)
Datta, Madhumita
In order to bring fiber-optics closer to individual home and business services, the optical network components have to be inexpensive and reliable. Integration and packaging of optoelectronic devices holds the key to high-volume low-cost component manufacturing. The goal of this dissertation is to propose, study, and demonstrate various ways to integrate optoelectronic devices on a packaging platform to implement cost-effective, functional optical modules. Two types of hybrid integration techniques have been proposed: flip-chip solder bump bonding for high-density two-dimensional array packaging of surface-emitting devices, and solder preform bonding for fiber-coupled edge-emitting semiconductor devices. For flip-chip solder bump bonding, we developed a simple, inexpensive remetallization process called "electroless plating", which converts the aluminum bond pads of foundry-made complementary metal oxide semiconductor (CMOS) chips into solder-bondable and wire-bondable gold surfaces. We have applied for a patent on this remetallization technique. For fiber-pigtailed edge-emitting laser modules, we have studied the coupling characteristics of different types of lensed single-mode fibers including semispherically lensed fiber, cylindrically lensed fiber and conically lensed fiber. We have experimentally demonstrated 66% coupling efficiency with semispherically lensed fiber and 50% efficiency with conically lensed fibers. We have proposed and designed a packaging platform on which lensed fibers can be actively aligned to a laser and solder-attached reliably to the platform so that the alignment is retained. We have designed thin-film nichrome heaters on fused quartz platforms as local heat source to facilitate on-board solder alignment and attachment of fiber. The thermal performance of the heaters was simulated using finite element analysis tool ANSYS prior to fabrication. Using the heater's reworkability advantage, we have estimated the shift of the fiber due to
Pre-release plastic packaging of MEMS and IMEMS devices
DOEpatents
Peterson, Kenneth A.; Conley, William R.
2002-01-01
A method is disclosed for pre-release plastic packaging of MEMS and IMEMS devices. The method can include encapsulating the MEMS device in a transfer molded plastic package. Next, a perforation can be made in the package to provide access to the MEMS elements. The non-ablative material removal process can include wet etching, dry etching, mechanical machining, water jet cutting, and ultrasonic machining, or any combination thereof. Finally, the MEMS elements can be released by using either a wet etching or dry plasma etching process. The MEMS elements can be protected with a parylene protective coating. After releasing the MEMS elements, an anti-stiction coating can be applied. The perforating step can be applied to both sides of the device or package. A cover lid can be attached to the face of the package after releasing any MEMS elements. The cover lid can include a window for providing optical access. The method can be applied to any plastic packaged microelectronic device that requires access to the environment, including chemical, pressure, or temperature-sensitive microsensors; CCD chips, photocells, laser diodes, VCSEL's, and UV-EPROMS. The present method places the high-risk packaging steps ahead of the release of the fragile portions of the device. It also provides protection for the die in shipment between the molding house and the house that will release the MEMS elements and subsequently treat the surfaces.
Developments in pesticide packaging and management of bulk herbicides as elements in a container reduction strategy
DOE Office of Scientific and Technical Information (OSTI.GOV)
Bradley, D.
Pesticide packaging plays an important role in a broader area that can be called {open_quotes}Delivery Systems.{close_quotes} Delivery Systems can include all of the physical elements that enable a technical active ingredient or combination of ingredients to move from the manufacturing plant through the channels of distribution to the pesticide applicator, who generally further dilutes the product for use on a registered target pest or crop site. This article describes developments relating to three goals in pesticide packaging. Those goals are: reduction in the number of empty containers through the use of reusable containers, formulation modifications, and other container minimization approaches;more » recyling of empty containers for their material or energy value; and disposal of empty containers in accordance with environmentally sound and cost effective practices.« less
Design Compliance Matrices to ANSI and OSHA
DOE Office of Scientific and Technical Information (OSTI.GOV)
BENDIXSEN, R.B.
2000-04-03
U.S. Department of Energy Letter 98-SFD-028 requested Fluor Daniel Hanford, Inc. to provide clarifications as to compliance with ANSI 57.1, 57.2, 57.9, and 29 CFR 1910.179 (OSHA), in the form of an item-by-item compliance matrix, for the CSB. This Supporting Document contains Fluor Daniel, Inc.'s response for use by Fluor Daniel Hanford, Inc. regarding the clarifications requested by the U.S. Department of Energy.
Modeling viscoelastic deformation of the earth due to surface loading by commercial finite element package - ABAQUS
NASA Astrophysics Data System (ADS)
Kit Wong, Ching; Wu, Patrick
2017-04-01
Wu (2004) developed a transformation scheme to model viscoelatic deformation due to glacial loading by commercial finite element package - ABAQUS. Benchmark tests confirmed that this method works extremely well on incompressible earth model. Bangtsson & Lund (2008),however, showed that the transformation scheme would lead to incorrect results if compressible material parameters are used. Their study implies that Wu's method of stress transformation is inadequate to model the load induced deformation of a compressible earth under the framework of ABAQUS. In light of this, numerical experiments are carried out to find if there exist other methods that serve this purpose. All the tested methods are not satisfying as the results failed to converge through iterations, except at the elastic limit. Those tested methods will be outlined and the results will be presented. Possible reasons of failure will also be discussed. Bängtsson, E., & Lund, B. (2008). A comparison between two solution techniques to solve the equations of glacially induced deformation of an elastic Earth. International journal for numerical methods in engineering, 75(4), 479-502. Wu, P. (2004). Using commercial finite element packages for the study of earth deformations, sea levels and the state of stress. Geophysical Journal International, 158(2), 401-408.
ANSI/ASHRAE/IES Standard 90.1-2013 Determination of Energy Savings: Qualitative Analysis
DOE Office of Scientific and Technical Information (OSTI.GOV)
Halverson, Mark A.; Rosenberg, Michael I.; Hart, Philip R.
2014-09-04
This report provides a final qualitative analysis of all addenda to ANSI/ASHRAE/IES Standard 90.1-2010 (referred to as Standard 90.1-2010 or 2010 edition) that were included in ANSI/ASHRAE/IES Standard 90.1-2013 (referred to as Standard 90.1-2013 or 2013 edition). All addenda in creating Standard 90.1-2013 were evaluated for their projected impact on energy efficiency. Each addendum was characterized as having a positive, neutral, or negative impact on overall building energy efficiency.
Active Vibration damping of Smart composite beams based on system identification technique
NASA Astrophysics Data System (ADS)
Bendine, Kouider; Satla, Zouaoui; Boukhoulda, Farouk Benallel; Nouari, Mohammed
2018-03-01
In the present paper, the active vibration control of a composite beam using piezoelectric actuator is investigated. The space state equation is determined using system identification technique based on the structure input output response provided by ANSYS APDL finite element package. The Linear Quadratic (LQG) control law is designed and integrated into ANSYS APDL to perform closed loop simulations. Numerical examples for different types of excitation loads are presented to test the efficiency and the accuracy of the proposed model.
Influence of Number of Implants and Attachment Type on Stress Distribution in Mandibular Implant-Retained Overdentures: Finite Element Analysis
PubMed Central
El-Anwar, Mohamed I.; El-Taftazany, Eman A.; Hamed, Hamdy A.; ElHay, Mohamed A. Abd
2017-01-01
AIM: This study aimed to compare the stresses generated by using two or four root form dental implants supporting mandibular overdentures that were retained with ball and locator attachments. METHODS: Under ANSYS environment, four 3D finite element models were prepared. These models simulated complete overdentures supported by two or four implants with either ball or locator attachments as a connection mechanism. The modelsâ components were created by CAD/CAM package then were imported to ANSYS. Load of 100 N was applied at the right premolar/molar region vertically and at an oblique angle of 110° from lingual direction. RESULTS: Within the conditions of this research, in all cases, it was found that cortical and cancellous bone regions were the least to be stressed. Also, the ball attachment produced higher stresses. CONCLUSION: Caps deformation and stresses are negligible in cases of using locator attachment in comparison to ball attachments. This may indicate longer lifetime and less repair/maintenance operations in implant overdentures retained by locator attachments. Although the study revealed that bone was insensitive to a number of implants or attachment type, it may be recommended to use two implants in the canine region than using four, where the locator attachments were found to be better. PMID:28507636
Influence of Number of Implants and Attachment Type on Stress Distribution in Mandibular Implant-Retained Overdentures: Finite Element Analysis.
PubMed
El-Anwar, Mohamed I; El-Taftazany, Eman A; Hamed, Hamdy A; ElHay, Mohamed A Abd
2017-04-15
This study aimed to compare the stresses generated by using two or four root form dental implants supporting mandibular overdentures that were retained with ball and locator attachments. Under ANSYS environment, four 3D finite element models were prepared. These models simulated complete overdentures supported by two or four implants with either ball or locator attachments as a connection mechanism. The models' components were created by CAD/CAM package then were imported to ANSYS. Load of 100 N was applied at the right premolar/molar region vertically and at an oblique angle of 110° from lingual direction. Within the conditions of this research, in all cases, it was found that cortical and cancellous bone regions were the least to be stressed. Also, the ball attachment produced higher stresses. Caps deformation and stresses are negligible in cases of using locator attachment in comparison to ball attachments. This may indicate longer lifetime and less repair/maintenance operations in implant overdentures retained by locator attachments. Although the study revealed that bone was insensitive to a number of implants or attachment type, it may be recommended to use two implants in the canine region than using four, where the locator attachments were found to be better.
Creep Life of Ceramic Components Using a Finite-Element-Based Integrated Design Program (CARES/CREEP)
NASA Technical Reports Server (NTRS)
Powers, L. M.; Jadaan, O. M.; Gyekenyesi, J. P.
1998-01-01
The desirable properties of ceramics at high temperatures have generated interest in their use for structural application such as in advanced turbine engine systems. Design lives for such systems can exceed 10,000 hours. The long life requirement necessitates subjecting the components to relatively low stresses. The combination of high temperatures and low stresses typically places failure for monolithic ceramics in the creep regime. The objective of this paper is to present a design methodology for predicting the lifetimes of structural components subjected to creep rupture conditions. This methodology utilizes commercially available finite element packages and takes into account the time-varying creep strain distributions (stress relaxation). The creep life, of a component is discretized into short time steps, during which the stress and strain distributions are assumed constant. The damage is calculated for each time step based on a modified Monkman-Grant creep rupture criterion. Failure is assumed to occur when the normalized accumulated damage at any point in the component is greater than or equal to unity. The corresponding time will be the creep rupture life for that component. Examples are chosen to demonstrate the Ceramics Analysis and Reliability Evaluation of Structures/CREEP (CARES/CREEP) integrated design program, which is written for the ANSYS finite element package. Depending on the component size and loading conditions, it was found that in real structures one of two competing failure modes (creep or slow crack growth) will dominate. Applications to benchmark problems and engine components are included.
Creep Life of Ceramic Components Using a Finite-Element-Based Integrated Design Program (CARES/CREEP)
NASA Technical Reports Server (NTRS)
Gyekenyesi, J. P.; Powers, L. M.; Jadaan, O. M.
1998-01-01
The desirable properties of ceramics at high temperatures have generated interest in their use for structural applications such as in advanced turbine systems. Design lives for such systems can exceed 10,000 hours. The long life requirement necessitates subjecting the components to relatively low stresses. The combination of high temperatures and low stresses typically places failure for monolithic ceramics in the creep regime. The objective of this paper is to present a design methodology for predicting the lifetimes of structural components subjected to creep rupture conditions. This methodology utilized commercially available finite element packages and takes into account the time-varying creep strain distributions (stress relaxation). The creep life of a component is discretized into short time steps, during which the stress and strain distributions are assumed constant. The damage is calculated for each time step based on a modified Monkman-Grant creep rupture criterion. Failure is assumed to occur when the normalized accumulated damage at any point in the component is greater than or equal to unity. The corresponding time will be the creep rupture life for that component. Examples are chosen to demonstrate the CARES/CREEP (Ceramics Analysis and Reliability Evaluation of Structures/CREEP) integrated design programs, which is written for the ANSYS finite element package. Depending on the component size and loading conditions, it was found that in real structures one of two competing failure modes (creep or slow crack growth) will dominate. Applications to benechmark problems and engine components are included.
Packaging and Embedded Electronics for the Next Generation
NASA Technical Reports Server (NTRS)
Sampson, Michael J.
2010-01-01
This viewgraph presentation describes examples of electronic packaging that protects an electronic element from handling, contamination, shock, vibration and light penetration. The use of Hermetic and non-hermetic packaging is also discussed. The topics include: 1) What is Electronic Packaging? 2) Why Package Electronic Parts? 3) Evolution of Packaging; 4) General Packaging Discussion; 5) Advanced non-hermetic packages; 6) Discussion of Hermeticity; 7) The Class Y Concept and Possible Extensions; 8) Embedded Technologies; and 9) NEPP Activities.
Translators between CADD and section 5 of the ANSI Y14.26M standard
NASA Technical Reports Server (NTRS)
Emnett, R. F.; Gruttke, W. B.; Houghton, E. G.; Oakes, J. E.
1984-01-01
The American National Standard, Engineering Drawing and Related Documentation Practices, Digital Representation for Communication of Product Definition Data (ANSI Y14.26M-1981) comprises an introduction, three sections corresponding to IGES (Initial Graphics Exchange Specification) Version 1.0, and Section 5, a constructive, relational, language-based representation for geometric and topological entities. This presentation discusses the design and development of two-way translators between Section 5 (herein, ANSI5) and CADD (Computer-Aided Design Drafting).
Influence of gag and RRE Sequences on HIV-1 RNA Packaging Signal Structure and Function.
PubMed
Kharytonchyk, Siarhei; Brown, Joshua D; Stilger, Krista; Yasin, Saif; Iyer, Aishwarya S; Collins, John; Summers, Michael F; Telesnitsky, Alice
2018-07-06
The packaging signal (Ψ) and Rev-responsive element (RRE) enable unspliced HIV-1 RNAs' export from the nucleus and packaging into virions. For some retroviruses, engrafting Ψ onto a heterologous RNA is sufficient to direct encapsidation. In contrast, HIV-1 RNA packaging requires 5' leader Ψ elements plus poorly defined additional features. We previously defined minimal 5' leader sequences competitive with intact Ψ for HIV-1 packaging, and here examined the potential roles of additional downstream elements. The findings confirmed that together, HIV-1 5' leader Ψ sequences plus a nuclear export element are sufficient to specify packaging. However, RNAs trafficked using a heterologous export element did not compete well with RNAs using HIV-1's RRE. Furthermore, some RNA additions to well-packaged minimal vectors rendered them packaging-defective. These defects were rescued by extending gag sequences in their native context. To understand these packaging defects' causes, in vitro dimerization properties of RNAs containing minimal packaging elements were compared to RNAs with sequence extensions that were or were not compatible with packaging. In vitro dimerization was found to correlate with packaging phenotypes, suggesting that HIV-1 evolved to prevent 5' leader residues' base pairing with downstream residues and misfolding of the packaging signal. Our findings explain why gag sequences have been implicated in packaging and show that RRE's packaging contributions appear more specific than nuclear export alone. Paired with recent work showing that sequences upstream of Ψ can dictate RNA folds, the current work explains how genetic context of minimal packaging elements contributes to HIV-1 RNA fate determination. Copyright © 2018 Elsevier Ltd. All rights reserved.
FTOOLS: A FITS Data Processing and Analysis Software Package
NASA Astrophysics Data System (ADS)
Blackburn, J. Kent; Greene, Emily A.; Pence, William
1993-05-01
FTOOLS, a highly modular collection of utilities for processing and analyzing data in the FITS (Flexible Image Transport System) format, has been developed in support of the HEASARC (High Energy Astrophysics Research Archive Center) at NASA's Goddard Space Flight Center. Each utility performs a single simple task such as presentation of file contents, extraction of specific rows or columns, appending or merging tables, binning values in a column or selecting subsets of rows based on a boolean expression. Individual utilities can easily be chained together in scripts to achieve more complex operations such as the generation and displaying of spectra or light curves. The collection of utilities provides both generic processing and analysis utilities and utilities common to high energy astrophysics data sets. The FTOOLS software package is designed to be both compatible with IRAF and completely stand alone in a UNIX or VMS environment. The user interface is controlled by standard IRAF parameter files. The package is self documenting through the IRAF help facility and a stand alone help task. Software is written in ANSI C and FORTRAN to provide portability across most computer systems. The data format dependencies between hardware platforms are isolated through the FITSIO library package.
[The study of noninvasive ventilator impeller based on ANSYS].
PubMed
Hu, Zhaoyan; Lu, Pan; Xie, Haiming; Zhou, Yaxu
2011-06-01
An impeller plays a significant role in the non-invasive ventilator. This paper shows a model of impeller for noninvasive ventilator established with the software Solidworks. The model was studied for feasibility based on ANSYS. Then stress and strain of the impeller were discussed under the external loads. The results of the analysis provided verification for the reliable design of impellers.
Wrap-Attack Pack: Product Packaging Exercise
ERIC Educational Resources Information Center
Lee, Seung Hwan; Hoffman, K. Douglas
2016-01-01
Although many marketing courses discuss traditional concepts pertaining to product strategy, concepts specifically relating to packaging are often glossed over. This exercise, "Wrap-Attack Pack," teaches students about the utilitarian and hedonic design elements of packaging. More specifically, the primary objective is to creativelyâ¦
Finite Element Modeling and Analysis of Powder Stream in Low Pressure Cold Spray Process
NASA Astrophysics Data System (ADS)
Goyal, Tarun; Walia, Ravinderjit Singh; Sharma, Prince; Sidhu, Tejinder Singh
2016-07-01
Low pressure cold gas dynamic spray (LPCGDS) is a coating process that utilize low pressure gas (5-10 bars instead of 25-30 bars) and the radial injection of powder instead of axial injection with the particle range (1-50 μm). In the LPCGDS process, pressurized compressed gas is accelerated to the critical velocity, which depends on length of the divergent section of nozzle, the propellant gas and particle characteristics, and the diameters ratio of the inlet and outer diameters. This paper presents finite element modeling (FEM) of powder stream in supersonic nozzle wherein adiabatic gas flow and expansion of gas occurs in uniform manner and the same is used to evaluate the resultant temperature and velocity contours during coating process. FEM analyses were performed using commercial finite volume package, ANSYS CFD FLUENT. The results are helpful to predict the characteristics of powder stream at the exit of the supersonic nozzle.
[Establishment and validation of normal human L1-L5 lumbar three-dimensional finite element model].
PubMed
Zhu, Zhenqi; Liu, Chenjun; Wang, Jiefu; Wang, Kaifeng; Huang, Zhixin; Wang, Weida; Liu, Haiying
2014-10-14
To create and validate a L1-L5 lumbar three-dimensional finite element model. The L1-L5 lumbar spines of a male healthy volunteer were scanned with computed tomography (CT). And a L1-L5 lumbar three-dimensional finite element model was created with the aid of software packages of Mimics, Geomagic and Ansys. Then border conditions were set, unit type was determined, finite element mesh was divided and a model was established for loading and calculating. Average model stiffness under the conditions of flexion, extension, lateral bending and axial rotation was calculated and compared with the outcomes of former articles for validation. A normal human L1-L5 lumbar three-dimensional finite element model was established to include 459 340 elements and 661 938 nodes. After constraining the inferior endplate of L5 vertebral body, 500 kg à m à sâ»Â² compressive loading was imposed averagely on the superior endplate of L1 vertebral body. Then 10 kg à m² à sâ»Â² moment simulating flexion, extension, lateral bending and axial rotation were imposed on the superior endplate of L1 vertebral body. Eventually the average stiffness of all directions was calculated and it was similar to the outcomes of former articles. The L1-L5 lumbar three-dimensional finite element model is validated so that it may used with biomechanical simulation and analysis of normal or surgical models.
Development of a GIFTS (Graphics-Oriented Interactive Finite-Element Time-Sharing System) Plotting Package Compatible with Either PLOT10 or IBM/DSM Graphics.
DTIC Science & Technology
1983-06-01
1D-A132 95 DEVELOPMENT OF A GIFTS (GRAPHICS ORIENTED INTERACTIVE i/i FINITE-ELEMENT TIME..(U) NAVAL POSTGRADUATE SCHOOL I MONTEREY CA T R PICKLES JUN...183 THESIS " DEVELOPMENT OF A GIFTS PLOTTING PACKAGE COMPATIBLE WITH EITHER PLOT10 OR IBM/DSM GRAPHICS by Thomas R. Pickles June 1983 Thesis Advisor: G...TYPEAFtWEPORT & PERIOD COVERED Development of GIFTS Plotting Package Bi ’s Thesis; Compatible with either PLOTl0 or June 1983 IBM/DSM Graphics 6. PERFORMING ORO
Application of the Finite Elemental Analysis to Modeling Temperature Change of the Vaccine in an Insulated Packaging Container during Transport.
PubMed
Ge, Changfeng; Cheng, Yujie; Shen, Yan
2013-01-01
This study demonstrated an attempt to predict temperatures of a perishable product such as vaccine inside an insulated packaging container during transport through finite element analysis (FEA) modeling. In order to use the standard FEA software for simulation, an equivalent heat conduction coefficient is proposed and calculated to describe the heat transfer of the air trapped inside the insulated packaging container. The three-dimensional, insulated packaging container is regarded as a combination of six panels, and the heat flow at each side panel is a one-dimension diffusion process. The transit-thermal analysis was applied to simulate the heat transition process from ambient environment to inside the container. Field measurements were carried out to collect the temperature during transport, and the collected data were compared to the FEA simulation results. Insulated packaging containers are used to transport temperature-sensitive products such as vaccine and other pharmaceutical products. The container is usually made of an extruded polystyrene foam filled with gel packs. World Health Organization guidelines recommend that all vaccines except oral polio vaccine be distributed in an environment where the temperature ranges between +2 to +8 °C. The primary areas of concern in designing the packaging for vaccine are how much of the foam thickness and gel packs should be used in order to keep the temperature in a desired range, and how to prevent the vaccine from exposure to freezing temperatures. This study uses numerical simulation to predict temperature change within an insulated packaging container in vaccine cold chain. It is our hope that this simulation will provide the vaccine industries with an alternative engineering tool to validate vaccine packaging and project thermal equilibrium within the insulated packaging container.
Boundary conditions for simulating large SAW devices using ANSYS.
PubMed
Peng, Dasong; Yu, Fengqi; Hu, Jian; Li, Peng
2010-08-01
In this report, we propose improved substrate left and right boundary conditions for simulating SAW devices using ANSYS. Compared with the previous methods, the proposed method can greatly reduce computation time. Furthermore, the longer the distance from the first reflector to the last one, the more computation time can be reduced. To verify the proposed method, a design example is presented with device center frequency 971.14 MHz.
Modular electronics packaging system
NASA Technical Reports Server (NTRS)
Hunter, Don J. (Inventor)
2001-01-01
A modular electronics packaging system includes multiple packaging slices that are mounted horizontally to a base structure. The slices interlock to provide added structural support. Each packaging slice includes a rigid and thermally conductive housing having four side walls that together form a cavity to house an electronic circuit. The chamber is enclosed on one end by an end wall, or web, that isolates the electronic circuit from a circuit in an adjacent packaging slice. The web also provides a thermal path between the electronic circuit and the base structure. Each slice also includes a mounting bracket that connects the packaging slice to the base structure. Four guide pins protrude from the slice into four corresponding receptacles in an adjacent slice. A locking element, such as a set screw, protrudes into each receptacl
|
|||||||
correct_foundationPlace_00077
|
FactBench
|
3
| 76
|
https://www.minorpwmgroup.com/
|
en
|
, Financial Advisor, Canonsburg PA
|
[
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/311100/Minor_Logo_Color.jpg?height=175",
"https://mediahandler.broadridgeadvisor.com/media/483897/Team picture Aug 2022.jpg",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/305104/45 F IMG_2195_640x640.jpg?width=640",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/305104/45 F IMG_2195_640x640.jpg?width=640",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/305104/45 F IMG_2195_640x640.jpg?width=600",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/305104/45 F IMG_2195_640x640.jpg?width=600",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/305105/45 F IMG 2205_640x640.jpg?width=640",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/305105/45 F IMG 2205_640x640.jpg?width=640",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/305105/45 F IMG 2205_640x640.jpg?width=600",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/305105/45 F IMG 2205_640x640.jpg?width=600",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/483895/Will headshot 8-30-22.jpg?width=640",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/483895/Will headshot 8-30-22.jpg?width=640",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/483895/Will headshot 8-30-22.jpg?width=600",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/483895/Will headshot 8-30-22.jpg?width=600",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/305109/45 F IMG_2223_640x640.jpg?width=640",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/305109/45 F IMG_2223_640x640.jpg?width=640",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/305109/45 F IMG_2223_640x640.jpg?width=600",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/305109/45 F IMG_2223_640x640.jpg?width=600",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/426721/Jeff headshot.jpg?width=640",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/426721/Jeff headshot.jpg?width=640",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/426721/Jeff headshot.jpg?width=600",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/426721/Jeff headshot.jpg?width=600",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/483896/Jen headshot 8-30-22.jpg?width=640",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/483896/Jen headshot 8-30-22.jpg?width=640",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/483896/Jen headshot 8-30-22.jpg?width=600",
"https://www.minorpwmgroup.com/mediahandler/dynamicmedia/483896/Jen headshot 8-30-22.jpg?width=600"
] |
[] |
[] |
[
""
] | null |
[] | null |
en
|
Minor Private Wealth Management Group
|
https://www.minorpwmgroup.com/
| |||||||
correct_foundationPlace_00077
|
FactBench
|
1
| 80
|
https://www.financestrategists.com/financial-advisor/canonsburg-pa/
|
en
|
Find the Top Financial Advisors Serving Canonsburg, PA
|
[
"https://www.financestrategists.com/uploads/finance-strategists_logo_white_wyviau.png",
"https://www.financestrategists.com/uploads/finance-strategists_logo_white_wyviau.png",
"https://www.financestrategists.com/uploads/liquid_teq64i.gif",
"https://www.financestrategists.com/uploads/homepage/As-Seen-Logos/entrepreneur.png",
"https://www.financestrategists.com/uploads/homepage/As-Seen-Logos/msn-money.png",
"https://www.financestrategists.com/uploads/homepage/As-Seen-Logos/business-insider.png",
"https://www.financestrategists.com/uploads/homepage/As-Seen-Logos/investopedia.png",
"https://www.financestrategists.com/uploads/homepage/As-Seen-Logos/nasdaq.png",
"https://www.financestrategists.com/uploads/homepage/As-Seen-Logos/yahoo-finance.png",
"https://www.financestrategists.com/uploads/homepage/As-Seen-Logos/market-watch.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://maps.gstatic.com/mapfiles/place_api/icons/v1/png_71/generic_business-71.png",
"https://www.financestrategists.com/uploads/liquid_teq64i.gif",
"https://www.financestrategists.com/firms/assets/financial-advisor/Canonsburg_PA.png",
"https://www.financestrategists.com/uploads/finance-strategists_logo_white_wyviau.png",
"https://www.financestrategists.com/uploads/homepage/Create-a-Free-Account-and-Ask-Any-Financial-Question2.png",
"https://www.financestrategists.com/uploads/modal/Our-Team-Will-Connect-You-With-a-Vetted-Trusted-Professional.png",
"https://www.financestrategists.com/uploads/modal/Get-Your-Question-Answered-and-Book-a-Free-Call-if-Necessary2.png",
"https://www.financestrategists.com/uploads/modal/Ask-Any-Financial-Question.png",
"https://www.financestrategists.com/uploads/modal/Question-Submitted2.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png",
"https://www.financestrategists.com/uploads/homepage/Create-a-Free-Account-and-Ask-Any-Financial-Question2.png",
"https://www.financestrategists.com/uploads/modal/Our-Team-Will-Connect-You-With-a-Vetted-Trusted-Professional.png",
"https://www.financestrategists.com/uploads/modal/Get-Your-Question-Answered-and-Book-a-Free-Call-if-Necessary2.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png",
"https://www.financestrategists.com/uploads/homepage/Create-a-Free-Account-and-Ask-Any-Financial-Question2.png",
"https://www.financestrategists.com/uploads/modal/Our-Team-Will-Connect-You-With-a-Vetted-Trusted-Professional.png",
"https://www.financestrategists.com/uploads/modal/Get-Your-Question-Answered-and-Book-a-Free-Call-if-Necessary2.png",
"https://www.financestrategists.com/uploads/modal/Ask-Any-Financial-Question.png",
"https://www.financestrategists.com/uploads/modal/Question-Submitted2.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png",
"https://www.financestrategists.com/uploads/as-seen-on/entrepreneur.png",
"https://www.financestrategists.com/uploads/as-seen-on/msn-money.png",
"https://www.financestrategists.com/uploads/as-seen-on/business-insider.png",
"https://www.financestrategists.com/uploads/as-seen-on/investopedia.png",
"https://www.financestrategists.com/uploads/as-seen-on/nasdaq.png",
"https://www.financestrategists.com/uploads/as-seen-on/yahoo-finance.png",
"https://www.financestrategists.com/uploads/as-seen-on/market-watch.png"
] |
[] |
[] |
[
""
] | null |
[
"True Tamplin"
] | null |
Connect with a local, vetted financial advisor in Canonsburg, PA who can provide the guidance and expertise you need to get on the right track.
|
en
|
Finance Strategists
|
https://www.financestrategists.com/financial-advisor/canonsburg-pa/
|
DISCLAIMERS
Finance Strategists has an advertising relationship with some of the companies included on this website. We may earn a commission when you click on a link or make a purchase through the links on our site. All of our content is based on objective analysis, and the opinions are our own.
Content sponsored by 11 Financial LLC. 11 Financial is a registered investment adviser located in Lufkin, Texas. 11 Financial may only transact business in those states in which it is registered, or qualifies for an exemption or exclusion from registration requirements. 11 Financial’s website is limited to the dissemination of general information pertaining to its advisory services, together with access to additional investment-related information, publications, and links.
For information pertaining to the registration status of 11 Financial, please contact the state securities regulators for those states in which 11 Financial maintains a registration filing. A copy of 11 Financial’s current written disclosure statement discussing 11 Financial’s business operations, services, and fees is available at the SEC’s investment adviser public information website – www.adviserinfo.sec.gov or from 11 Financial upon written request.
11 Financial does not make any representations or warranties as to the accuracy, timeliness, suitability, completeness, or relevance of any information prepared by any unaffiliated third party, whether linked to 11 Financial’s website or incorporated herein, and takes no responsibility therefor. The articles and research support materials available on this site are educational and are not intended to be investment or tax advice. All such information is provided solely for convenience purposes only and all users thereof should be guided accordingly.
|
|||||
correct_foundationPlace_00077
|
FactBench
|
2
| 82
|
https://us.metoree.com/categories/4171/
|
en
|
14 CAE Software Manufacturers in 2024
|
[
"https://us.metoree.com/img/metoree-logo-all.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/30836.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/176140.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/149791.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/146688.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/100874.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/14087.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/3880.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/132978.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/143058.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/3874.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/229532.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/155125.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/21871.png",
"https://us.metoree.com/img/national-flags/sm/United-States.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/176140.png",
"https://us.metoree.com/img/national-flags/sm/United-States.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/149791.png",
"https://us.metoree.com/img/national-flags/sm/United-States.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/132978.png",
"https://us.metoree.com/img/national-flags/sm/United-States.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/143058.png",
"https://us.metoree.com/img/national-flags/sm/United-States.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/3874.png",
"https://us.metoree.com/img/national-flags/sm/United-States.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/14087.png",
"https://us.metoree.com/img/national-flags/sm/France.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/155125.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/30836.png",
"https://us.metoree.com/img/national-flags/sm/China.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/229532.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/3880.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/146688.png",
"https://us.metoree.com/img/national-flags/sm/Germany.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/151483.png",
"https://us.metoree.com/img/national-flags/sm/Canada.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/companies/logo/100874.png",
"https://us.metoree.com/img/national-flags/sm/United-States.png",
"https://us.metoree.com/img/national-flags/sm/France.png",
"https://us.metoree.com/img/national-flags/sm/China.png",
"https://us.metoree.com/img/national-flags/sm/Germany.png",
"https://us.metoree.com/img/national-flags/sm/Canada.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/products-new/3000852202308032.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/products-new/3000852202308031.png",
"https://metoree.s3.ap-northeast-1.amazonaws.com/img/products-new/3000661202306294.png",
"https://us.metoree.com/img/main-page/icon/1201.png",
"https://us.metoree.com/img/main-page/icon/1203.png",
"https://us.metoree.com/img/main-page/icon/1204.png",
"https://us.metoree.com/img/main-page/icon/1205.png",
"https://us.metoree.com/img/main-page/icon/1206.png",
"https://us.metoree.com/img/main-page/icon/1207.png",
"https://us.metoree.com/img/main-page/icon/1208.png",
"https://us.metoree.com/img/main-page/icon/1209.png",
"https://us.metoree.com/img/main-page/icon/1210.png",
"https://us.metoree.com/img/main-page/icon/1211.png",
"https://us.metoree.com/img/main-page/icon/1212.png",
"https://us.metoree.com/img/main-page/icon/1213.png",
"https://us.metoree.com/img/main-page/icon/1214.png",
"https://us.metoree.com/img/main-page/icon/1215.png",
"https://us.metoree.com/img/main-page/icon/1216.png",
"https://us.metoree.com/img/main-page/icon/1217.png",
"https://us.metoree.com/img/main-page/icon/1218.png",
"https://us.metoree.com/img/main-page/icon/1219.png",
"https://us.metoree.com/img/main-page/icon/1220.png",
"https://us.metoree.com/img/main-page/icon/1221.png",
"https://us.metoree.com/img/main-page/icon/1222.png",
"https://us.metoree.com/img/main-page/icon/1223.png",
"https://us.metoree.com/img/main-page/icon/1224.png",
"https://us.metoree.com/img/main-page/icon/1225.png",
"https://us.metoree.com/img/main-page/icon/1226.png",
"https://us.metoree.com/img/main-page/icon/1227.png",
"https://us.metoree.com/img/main-page/icon/1228.png",
"https://us.metoree.com/img/main-page/icon/1229.png",
"https://us.metoree.com/img/main-page/icon/1230.png",
"https://us.metoree.com/img/main-page/icon/1231.png",
"https://us.metoree.com/img/main-page/icon/1232.png",
"https://us.metoree.com/img/main-page/icon/1233.png",
"https://us.metoree.com/img/main-page/icon/1234.png",
"https://us.metoree.com/img/main-page/icon/1235.png",
"https://us.metoree.com/img/main-page/icon/1236.png",
"https://us.metoree.com/img/main-page/icon/1237.png",
"https://us.metoree.com/img/main-page/icon/1238.png",
"https://us.metoree.com/img/main-page/icon/1239.png",
"https://us.metoree.com/img/main-page/icon/1240.png",
"https://us.metoree.com/img/main-page/icon/1241.png",
"https://us.metoree.com/img/main-page/icon/1242.png",
"https://us.metoree.com/img/main-page/icon/1243.png",
"https://us.metoree.com/img/main-page/icon/1244.png",
"https://us.metoree.com/img/main-page/icon/1245.png",
"https://us.metoree.com/img/main-page/icon/1246.png",
"https://us.metoree.com/img/main-page/icon/1247.png",
"https://us.metoree.com/img/main-page/icon/1248.png",
"https://us.metoree.com/img/main-page/icon/1249.png",
"https://us.metoree.com/img/main-page/icon/1250.png",
"https://us.metoree.com/img/main-page/icon/1251.png",
"https://us.metoree.com/img/main-page/icon/1252.png",
"https://us.metoree.com/img/main-page/icon/1253.png",
"https://us.metoree.com/img/main-page/icon/1255.png",
"https://us.metoree.com/img/main-page/icon/1256.png",
"https://us.metoree.com/img/main-page/icon/1257.png",
"https://us.metoree.com/img/main-page/icon/1258.png",
"https://us.metoree.com/img/main-page/icon/1259.png",
"https://us.metoree.com/img/main-page/icon/1260.png",
"https://us.metoree.com/img/main-page/icon/1261.png",
"https://us.metoree.com/img/main-page/icon/1262.png",
"https://us.metoree.com/img/main-page/icon/1264.png",
"https://us.metoree.com/img/main-page/icon/1267.png",
"https://us.metoree.com/img/main-page/icon/1269.png",
"https://us.metoree.com/img/main-page/icon/1270.png",
"https://us.metoree.com/img/main-page/icon/1271.png",
"https://us.metoree.com/img/main-page/icon/1273.png",
"https://us.metoree.com/img/main-page/icon/1274.png",
"https://us.metoree.com/img/main-page/icon/1278.png",
"https://us.metoree.com/img/main-page/icon/1279.png",
"https://us.metoree.com/img/main-page/icon/1280.png",
"https://us.metoree.com/img/main-page/icon/1281.png",
"https://us.metoree.com/img/main-page/icon/1283.png",
"https://us.metoree.com/img/main-page/icon/1284.png",
"https://us.metoree.com/img/main-page/icon/1285.png",
"https://us.metoree.com/img/main-page/icon/1286.png",
"https://us.metoree.com/img/main-page/icon/1287.png",
"https://us.metoree.com/img/main-page/icon/1288.png",
"https://us.metoree.com/img/main-page/icon/1290.png",
"https://us.metoree.com/img/main-page/icon/1291.png",
"https://us.metoree.com/img/main-page/icon/1292.png",
"https://us.metoree.com/img/main-page/icon/1293.png",
"https://us.metoree.com/img/main-page/icon/1294.png",
"https://us.metoree.com/img/main-page/icon/1295.png",
"https://us.metoree.com/img/main-page/icon/1296.png",
"https://us.metoree.com/img/main-page/icon/1298.png",
"https://us.metoree.com/img/main-page/icon/1299.png",
"https://us.metoree.com/img/main-page/icon/1300.png",
"https://us.metoree.com/img/main-page/icon/1301.png",
"https://us.metoree.com/img/main-page/icon/1302.png",
"https://us.metoree.com/img/main-page/icon/1303.png",
"https://us.metoree.com/img/main-page/icon/1304.png",
"https://us.metoree.com/img/main-page/icon/1305.png",
"https://us.metoree.com/img/main-page/icon/1306.png",
"https://us.metoree.com/img/main-page/icon/1307.png",
"https://us.metoree.com/img/main-page/icon/1308.png",
"https://us.metoree.com/img/main-page/icon/1309.png",
"https://us.metoree.com/img/main-page/icon/1310.png",
"https://us.metoree.com/img/main-page/icon/1311.png",
"https://us.metoree.com/img/main-page/icon/1312.png",
"https://us.metoree.com/img/main-page/icon/1313.png",
"https://us.metoree.com/img/metoree-logo-all.png",
"https://metoree.com/img/main-page/metoree-foundation.png",
"https://metoree.com/img/main-page/sustainability.png"
] |
[] |
[] |
[
""
] | null |
[] | null |
This section provides an overview for cae software as well as their applications and principles. Also, please take a look at the list of 14 cae software manufacturers and their company rankings.
|
en
|
Metoree
|
https://us.metoree.com/categories/4171/
|
What Is CAE Software?
CAE software is software that uses a personal computer or supercomputer to calculate air flow, heat transfer, and stresses on a structure.
CAE software is often used as an alternative to building and testing in a laboratory or on a structure.
Since experimental facilities and large structures can be difficult to prototype, low-cost CAE software is used.
Uses of CAE Software
CAE software is mainly used in the product development process and is widely used in the manufacturing industry, such as in the automotive industry, where CAE software can be used to build prototypes and evaluate product performance without experimentation.
This has the advantage of shortening development time and reducing prototype costs. CAE software is also used in the aerospace and other fields as an alternative to experiments on large structures or in special environments. For example, when studying airflow around the wings of an airplane, it is necessary to build a reduced-size model and conduct experiments, which are costly and time-consuming.
With CAE software, however, it is possible to obtain wind velocity and pressure distributions on a computer that are more detailed than those obtained from experiments. This more detailed data may be useful in clarifying the causes of defects, making it highly practical.
Principle of CAE Software
CAE software can reproduce various physical phenomena on a computer by solving equations on a PC or workstation. For example, RIKEN's simulation on splashing droplets is the result of reproducing the phenomenon of splashing droplets.
Simulation begins with the creation of CAD data. Then, after a preparatory stage (pre-processing), such as element partitioning and setting of boundary conditions and physical properties, the simulation begins (post-processing), in which the equations are calculated. After the simulation is complete, the results are visualized and analyzed.
Some software specializes in pre-processing, such as element partitioning, while others specialize in visualizing the results after post-processing. Most CAE software integrates pre-processing and post-processing, while CAE software in general is software that calculates equations, i.e., software that performs only post-processing.
CAE software uses a technique called discretization, in which elements are partitioned so that the equations of the fluid or structure under consideration are easy to solve. In most cases, the equations solved by CAE software are partial differential equations. Since solutions to partial differential equations are often not available, calculations are performed on a computer to obtain approximate solutions. The basic role of CAE software is to find approximate solutions by computer after discretization.
Other Information on CAE Software
1. Discretization of CAE Software
The finite difference method and the finite element method are well-known methods of discretization, which are used to discretize space and structures. For simulating phenomena that vary with time, implicit and explicit methods are used.
CAE software also uses mathematical formulas to determine physical properties that depend on temperature and other factors, and there is a wide variety of methods used in CAE software.
2. CAE Software Simulation Software
CAE Software has a wide variety of simulation software. Typical examples include thermo-fluid analysis software, structural analysis software, and electromagnetic field analysis software.
Thermo-Fluid Analysis Software
Thermo-fluid analysis software is software that can analyze thermal fluid by solving equations that model fluid flow and heat transfer using a computer and expressing them through simulation.
Structural Analysis Software
Structural analysis software is software that uses simulation to analyze physical quantities that change when loads are applied to the analysis target. The finite element method and other methods are often used in structural analysis software.
|
|||||
correct_foundationPlace_00077
|
FactBench
|
1
| 1
|
https://www.cmu.edu/engage/about-us/news/partner/ansys.html
|
en
|
ANSYS: Preparing for Industry 4.0
|
https://www.cmu.edu/favicon.ico
|
https://www.cmu.edu/favicon.ico
|
[
"https://www.cmu.edu/engage/images/Ansys900.png",
"https://www.cmu.edu/engage/images/icons/FooterUpdate.png",
"https://www.cmu.edu/engage/images/icons/FooterGiveNow.png",
"https://www.cmu.edu/engage/images/icons/makepossible-fulllogo_268x84-white_01.png"
] |
[] |
[] |
[
""
] | null |
[
"Carnegie Mellon University"
] | null |
ANSYS, a Canonsburg, Pa.-based engineering simulation software company, understands better than most the challenges facing the next generation of engineers, and the company has partnered with Carnegie Mellon to better equip future engineers with the tools, skills and resources they need to face those challenges.
|
en
|
//www.cmu.edu/favicon.ico
|
https://www.cmu.edu/engage/about-us/news/partner/ansys.html
|
ANSYS, a Canonsburg, Pa.-based engineering simulation software company, understands better than most the challenges facing the next generation of engineers, and the company has partnered with Carnegie Mellon to better equip future engineers with the tools, skills and resources they need to face those challenges.
In October 2016, ground was broken for the new ANSYS Hall, which will become the physical and educational hub of the College of Engineer’s undergraduate program. The new facility is a teaching, design and build laboratory where students don’t simply learn about how to design a product, but can actually assemble them using emerging advanced manufacturing techniques on nano, micro and macro scales. It will prepare students for Industry 4.0, a new approach of manufacturing where testing, building and production become more efficient and products move to market far more quickly.
The 36,000-square-foot ANSYS Hall is part of the College of Engineer’s vision of a Maker Ecosystem, a set of integrated resources that will help faculty and students create and develop new ideas/concepts/products across many different disciplines. The four-story building includes ANSYS simulation technology, a nanofabrication clean room, access to a Marker Courtyard and a High Bay Maker Space that will allow for full-size manufacturing capabilities, as well as class rooms, student collaborative spaces, conference rooms and offices.
The hall will be located between Hamerschlag and Porter halls, and will be completed in 2018.
|
|||
correct_foundationPlace_00077
|
FactBench
|
3
| 56
|
https://www.soletanche-bachy.com/en/soletanche-polska-is-speeding-up-foundation-work-at-warsaws/
|
en
|
Soletanche Polska is speeding up foundation work at Warsaw’s
|
[
"https://digital-metrics.soletanchefreyssinet.com/matomo.php?idsite=142&rec=1",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2019/10/SOLETANCHE-BACHY-LOGO-mobile.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2019/10/SOLETANCHE-BACHY-LOGO-mobile.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2019/10/SOLETANCHE-BACHY-LOGO-mobile.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2019/10/3387×1905-PPT-jeunes-e1657632096837-1024x576.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/notre-histoire-vignette.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/direction-vignette.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/nos-modes-operatoires-vignette.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/engagement-safety.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/engagement-environnement2.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/engagement-digital.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2023/10/Ecoute-du-client.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/exegy-fond-beton.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-ouvrage-portuaire.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-barrage.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-eau-et-assainissement.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-tunnel.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-batiment.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-metro.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2023/03/Parking-souterrain.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-fondations-profondes.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-soutenement.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-etanchement.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-tunnel.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2023/03/Reprise-en-sous-oeuvre.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-amelioration-sol.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-confortement.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/06/EXEGY_SIGN_GB_RVB-1024x308-1.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/prefa.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/4shore.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/nos-services.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Soletanche_DwZachodni_11.07.2023-103-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Soletanche_DwZachodni_11.07.2023-18-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Soletanche_DwZachodni_11.07.2023-10-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Soletanche_DwZachodni_11.07.2023-10-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Soletanche_DwZachodni_11.07.2023-47-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Soletanche_DwZachodni_11.07.2023-2-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Bachy-Soletanche-Riverside-2-700x441.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/07/mise-FAU_ParvisProche_@ArchiGraphi@AtelierSchall@GroupementIRIS.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/05/Image1-700x441.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/3/2019/10/SOLETANCHE-BACHY-LOGO-icon-above-colour.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2020/03/SOLETANCHE-BACHY-LOGO-icon-above-grey200.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2023/10/SOLETANCHE-FREYSSINET-LOGO-icon-above-SOLID-RGB.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Bachy-Soletanche-Riverside-2-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/07/mise-FAU_ParvisProche_@ArchiGraphi@AtelierSchall@GroupementIRIS.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/05/Image1.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/04/caaf84cd-7205-48a9-b05f-110d89eaad79.jpeg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/block-all.svg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/skin2-ess.svg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/skin2-func.svg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/skin2-ana.svg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/skin2-adv.svg"
] |
[] |
[] |
[
""
] | null |
[
"dparmentier"
] |
2023-09-15T12:10:47+02:00
|
15/09/2023 Soletanche Polska is speeding up foundation work at Warsaw’sNon classé The work has jumped a segment - why? To this point, the work has been carried out segment by segment. Budimex demolished the existing infrastructure on segments 1,2,3 and 4 (in place of platforms 6,7,8 and 9) then the floor slab was made
|
en
|
CORPORATE SB - The world leader in foundations and soil technologies
|
https://www.soletanche-bachy.com/en/soletanche-polska-is-speeding-up-foundation-work-at-warsaws/
|
The work has jumped a segment – why?
To this point, the work has been carried out segment by segment. Budimex demolished the existing infrastructure on segments 1,2,3 and 4 (in place of platforms 6,7,8 and 9) then the floor slab was made and work was carried out in both underground and on the above-ground level, reconstructing the platforms and building the roofing. This was followed by the demolition of further platforms 3,4,5 located within segment 5. These platforms are mainly used for long-distance services. The most critical for the residents of the metropolis is the accessibility of the traction located between platforms 1 and 2, which serves the Rapid Urban Rail (SKM). And the Warsaw agglomerative rail (WKD).This area in the design division is classified as segment 6. The contractor decided to move forward with the design and construction work by first implementing segment 7 in order to keep metropolitan connections running smoothly at @Warsaw’s West Railway Station for as long as possible.
What is to be executed on segment 7
– The main work to be carried out in this area is the execution of diaphragm walls, which are used as a shoring for the excavation during the earthworks, as well as the foundation for the underground walkway to the station hall on level -1 and for the tram tunnel on level -2. In addition to diaphragm walls, we also need to construct a horizontal anti-filtration barrier, which will be carried out in a similar way to the other segments using jet-grouting technology. We will conclude our scope with the execution of strutting using steel struts. This time, similar to the works on segments 1 and 2, the remaining works will be carried out in an open excavation,” explains Marek Wasiluk, Project Manager on behalf of Soletanche Polska.
The excavation of the first slurry wall section on segment 7 took place on 6 July
60% of the diaphragm walls on segment 7 have already been completed.
— I consider the speed of work on this segment to be very good. We are working in shifts. We are not affected by the difficulties we had, for example on segment 5, where trains were running from both sides of the site, making deliveries difficult. Due to the holiday period, the collection of materials carried out smoothly. There are certainly more, collisions that we have to take into account when realising our scope, such as the pedestrian tunnel connecting the two railway stations with the bus station. We started mobilising the slurry wall kit at the end of June and on 6 July we started digging the first section. We now have 60% of the slurry wall scope completed in the area provided. The most sensitive sections in close proximity to the existing underground entrance have yet to be completed,” reports Łukasz Pluta, Works Manager responsible for the execution of the diaphragm wall scope.
When will work start on segment 6?
In order for geotechnicians to be able to start work on this section, the existing infrastructure must first be demolished and any collisions with the old underground crossing or technological and sanitary connections must be eliminated. Demolition of platforms 1 and 2 began on 29 July. SKM and WKD train traffic has been redirected to other stations. Unless there are any unforeseen circumstances, the planned start of geotechnical work on segment 6 will be in autumn this year (approximately end of September 2023). With the proviso that segment 7 will already be constructed in terms of diaphragm walls. This will greatly speed up the execution of work on the entire facility. Once the main production on segment 6 has been completed and the slab floor, including the platforms, has been reconstructed, rail traffic will be restored and the earthworks and reinforced concrete works will be carried out using the top and down method, which will not affect the flow of rail traffic.
|
|||||
correct_foundationPlace_00077
|
FactBench
|
1
| 18
|
https://investors.ansys.com/node/15221/html
|
en
|
ANSYS, Inc.
|
[
"https://investors.ansys.com/sites/g/files/knoqqb78976/files/ansys-logo-small.png"
] |
[] |
[] |
[
""
] | null |
[] | null |
en
| null |
Exhibit 99.1 ANSYS DELIVERS RECORD 2005 SECOND QUARTER RESULTS WITH 18% REVENUE GROWTH, 26% GAAP EPS GROWTH AND 24% ADJUSTED EPS GROWTH SOUTHPOINTE, Pa., Aug. 3 /PRNewswire-FirstCall/ -- ANSYS, Inc. (Nasdaq: ANSS), a global innovator of simulation software and technologies designed to optimize product development processes, today announced second quarter 2005 results. ANSYS' second quarter GAAP results include: -- Total revenue of $37.7 million, as compared to $32.0 million in the second quarter of 2004; total revenue of $75.3 million in the first six months of 2005 as compared to $63.3 million for the six months ended June 30, 2004; -- Net income of $9.8 million, as compared to $7.6 million in the second quarter of 2004; net income of $19.5 million in the first six months of 2005 as compared to $14.7 million for the first six months of 2004; -- An operating profit margin of 35.4% as compared to 33.4% for the second quarter of 2004; an operating profit margin of 35.5% as compared to 32.6% for the first six months of 2004; -- Diluted earnings per share of $0.29, as compared to $0.23 for the second quarter of 2004; diluted earnings per share of $0.58 through June 30, 2005 as compared to $0.45 for the first six months of 2004; -- Cash flows from operations of $17.6 million for the second quarter of 2005 and $32.9 million for the first six months of 2005; and -- Cash and short-term investment balances totaling $163.4 million as of June 30, 2005. Excluding acquisition-related amortization (see detail below), ANSYS' second quarter adjusted (non-GAAP) results include: -- An adjusted operating profit margin of 38.4% as compared to 36.1% for the second quarter of 2004; an adjusted operating profit margin of 38.5% as compared to 35.4% for the first six months of 2004; and -- Adjusted diluted earnings per share of $0.31 as compared to $0.25 for the second quarter of 2004; and adjusted diluted earnings per share of $0.62 compared to $0.48 for the six-month period ended June 30, 2004. ANSYS President and CEO, Jim Cashman commented, "We are pleased to announce another quarter of solid financial results driven by a combination of double-digit revenue growth in all major geographies and continued strength in our core business." Mr. Cashman continued, "Overall we are encouraged by what we have been able to deliver in the first half of this year and remain optimistic about our long-term business prospects. We believe that our performance underscores our commitment to remaining customer focused and operationally disciplined to drive results across multiple fronts. During the quarter, we also repurchased approximately 92,000 shares of common stock in the open market, as we believe this is a good use of capital and will enhance long-term shareholder value." Mr. Cashman concluded, "During this quarter, we continued to demonstrate success and progress against our overall business plan as was evidenced by the recent major releases of new and enhanced software products and the expansion of customer and partner relationships. The repeat recognition of FORTUNE and Business 2.0 is gratifying and a credit to the entire ANSYS team - including dedicated employees, a network of valued partners and a loyal customer base - who have helped us create a successful foundation to achieve leading-edge technological and operational excellence as we continue to position ANSYS as a preeminent global innovator of simulation software."
Recent highlights for the Company include the following: -- Announced ANSYS(R) 10.0, which offers major advances in performance, ease-of-use, interoperability and coupled physics technology, building upon the significant advances delivered with ANSYS 9.0 and taking full advantage of the ANSYS Workbench(TM) infrastructure for integrated CAE. -- Announced partnership with RoboBat, a leading supplier of analytical and CAD software solutions for the structural engineer, to offer integration of RoboBat's Engineering System Open Platform software with ANSYS Workbench technology which expands users' access to structural engineering applications and increases their productivity. -- Advanced its AUTODYN(R) software, developed by Century Dynamics, Inc. (a subsidiary of ANSYS, Inc.), Version 6.0 which brings increased fluid structure interaction capabilities for fast, transient dynamics of solids, fluids, gases and their interactions. -- Selected as official computational fluid dynamics supplier to Emirates Team New Zealand, the sailing team who won the America's Cup from 1995 to 2003 and is seeking to recapture victory in 2007. -- Named to FORTUNE Small Business magazine's annual list of the "100 Fastest-Growing Small Companies in America" for second consecutive year. -- Recognized for the fourth consecutive year in Business 2.0's Annual "B2 100" Ranking of Fastest-Growing Technology Companies. -- Presented fourth annual 2005 College Design Engineering Award to a University of Washington team of engineering students as part of its continuing support of engineering education. The adjusted results highlighted above, and the adjusted estimates for 2005 discussed below, represent non-GAAP (Generally Accepted Accounting Principles) financial measures. A reconciliation of these measures to the appropriate GAAP measures, for the three months and six months ended June 30, is included in the condensed financial information included in this release. Adjustments to Reported GAAP Financial Results -- Acquisition-Related Amortization: As previously announced, the Company completed its acquisition of Century Dynamics, Inc. in January 2005. In previous years, the Company also acquired CFX, CADOE S.A. and ICEM CFD Engineering. These acquisitions have all been accounted for as purchases, resulting in the recording of a significant amount of identifiable intangible assets. ANSYS is providing, and has historically provided, its current quarter GAAP results as well as financial results that have been adjusted for the impact of acquisition-related amortization. The Company believes that these non-GAAP measures supplement its consolidated GAAP financial statements as they provide a consistent basis for comparison between quarters that are not influenced by certain non-cash items and are therefore useful to investors in helping them to better understand the Company's operating results. In certain instances, such as when intangibles are acquired through business acquisitions or become fully amortized, amortization expense associated with acquired intangibles also makes period-to-period comparisons difficult because amortization expense may appear in one period but not in the comparable period. Management uses these non-GAAP financial measures internally to evaluate the Company's business performance; however, these measures are not intended to supersede or replace the GAAP results.
Management's 2005 Outlook Based upon our first half results and our current visibility into revenues and expenditures for the remainder of 2005, the Company currently projects that full year revenue will grow in the 13 to 15% range and that 2005 diluted earnings per share, adjusted to exclude acquisition-related amortization, will be in the range of $1.23 to $1.25. The Company's current outlook relative to a GAAP diluted earnings per share estimate will be in the range of $1.15 to $1.17. The preceding estimates do not reflect expenses associated with employee stock options. The Company expects to begin recording stock option expense effective January 1, 2006 in accordance with recent guidance issued by the Securities and Exchange Commission. ANSYS will hold a conference call at 10:30 Eastern Time on August 3, 2005 to discuss second quarter results as well as to provide guidance regarding business prospects. The dial in number is 800-289-0494 or 913-981-5520 and the passcode is "ANSYS". A replay will be available until August 10, by dialing 888-203-1112 or 719-457-0820 and the passcode is "ANSYS" or "26797". The conference call will be webcast live as well as archived and can be accessed, along with other financial information, on ANSYS' website, located at http://www.ansys.com/corporate/investors.asp . About ANSYS, Inc. ANSYS, Inc., founded in 1970, develops and globally markets engineering simulation software and technologies widely used by engineers and designers across a broad spectrum of industries. The Company focuses on the development of open and flexible solutions that enable users to analyze designs directly on the desktop, providing a common platform for fast, efficient and cost- conscious product development, from design concept to final-stage testing and validation. Headquartered in Canonsburg, Pennsylvania U.S.A. with more than 25 strategic sales locations throughout the world, ANSYS, Inc. employs approximately 600 people and distributes its products through a network of channel partners in over 40 countries. Visit http://www.ansys.com for more information. Certain statements contained in the press release regarding matters that are not historical facts, including statements regarding our current estimates for full year revenue growth and earnings per share are "forward-looking" statements (as defined in the Private Securities Litigation Reform Act of 1995). Because such statements are subject to risks and uncertainties, actual results may differ materially from those expressed or implied by such forward- looking statements. All forward-looking statements in this press release are subject to risks and uncertainties. These include the risk of a general economic downturn in one or more of ANSYS' primary geographic markets, the risk that the assumptions underlying ANSYS' anticipated revenues and expenditures will change or prove inaccurate, the risk that ANSYS has overestimated its ability to maintain growth and profitability and control costs, uncertainties regarding the demand for ANSYS' products and services in future periods, the risk that ANSYS has overestimated the strength of the demand among its customers for its products, risks of problems arising from customer contract cancellations, uncertainties regarding customer acceptance of new products, the risk that ANSYS' operating results will be adversely affected by possible delays in developing, completing, or shipping new or enhanced products, risks that enhancements to the Company's products may not produce anticipated sales, uncertainties regarding fluctuations in quarterly results, including uncertainties regarding the timing of orders from significant customers, and other factors that are detailed from time to time in reports filed by ANSYS, Inc. with the Securities and Exchange Commission, including ANSYS, Inc.'s 2004 Annual Report and Form 10-K. We undertake no obligation to publicly update or revise any forward-looking statements, whether changes occur as a result of new information or future events after the date they were made.
ANSYS, Inc. is committed to providing the most open and flexible analysis solutions to meet customer requirements for engineering software in today's competitive marketplace. ANSYS, Inc. partners with leading design software suppliers to develop state-of-the-art CAD-integrated products. ANSYS and its global network of channel partners provide sales, support and training for customers. Information about ANSYS, Inc. and its products can be found on the Worldwide Web at www.ansys.com. ANSYS, ANSYS Workbench, CFX, AUTODYN, and any and all ANSYS, Inc. product and service names are registered trademarks or trademarks of ANSYS, Inc. or its subsidiaries located in the United States or other countries. ICEM CFD is a trademark licensed by ANSYS, Inc. All other trademarks or registered trademarks are the property of their respective owners. Reconciliation of Non-GAAP Measures This earnings release contains non-GAAP financial measures. For purposes of Regulation G, a non-GAAP financial measure is a numerical measure of a registrant's historical or future financial performance, financial position or cash flows that excludes amounts, or is subject to adjustments that have the effect of excluding amounts, that are included in the most directly comparable measure calculated and presented in accordance with GAAP in the statement of income, balance sheet or statement of cash flows of the issuer; or includes amounts, or is subject to adjustments that have the effect of including amounts, that are excluded from the most directly comparable measure so calculated and presented. In this regard, GAAP refers to generally accepted accounting principles in the United States. Pursuant to the requirements of Regulation G, the Company has provided a reconciliation of the adjusted (non- GAAP) financial measures to the most directly comparable GAAP financial measures. Adjusted operating profit margin and adjusted diluted earnings per share are discussed in this earnings release because management uses this information in evaluating the results of the continuing operations of the business and believes that this information provides the users of the financial statements a valuable insight into the operating results. Additionally, management believes that it is in the best interest of its investors to provide financial information that will facilitate comparison of both historical and future results and allows greater transparency to supplemental information used by management in its financial and operational decision making. Management encourages investors to review the reconciliations of the non-GAAP financial measures to the most directly comparable GAAP measures that are provided within the financial information attached to this news release.
ANSYS, INC. AND SUBSIDIARIES Consolidated Statements of Income (in thousands, except per share data) (Unaudited) Three months ended Six months ended ----------------------- ----------------------- June 30, June 30, June 30, June 30, 2005 2004 2005 2004 ---------- ---------- ---------- ---------- Revenue: Software licenses $ 19,794 $ 16,353 $ 40,269 $ 32,677 Maintenance and service 17,862 15,649 35,011 30,657 Total revenue 37,656 32,002 75,280 63,334 Cost of sales: Software licenses 1,160 1,179 2,413 2,516 Amortization of software and acquired technology 881 754 1,788 1,509 Maintenance and service 3,796 3,045 7,654 6,128 Total cost of sales 5,837 4,978 11,855 10,153 Gross profit 31,819 27,024 63,425 53,181 Operating expenses: Selling and marketing 6,143 6,032 12,571 12,086 Research and development 7,506 6,483 14,819 12,830 Amortization 385 285 711 572 General and administrative 4,457 3,546 8,575 7,045 Total operating expenses 18,491 16,346 36,676 32,533 Operating income 13,328 10,678 26,749 20,648 Other income 1,046 146 1,659 376 Income before income tax provision 14,374 10,824 28,408 21,024 Income tax provision 4,599 3,247 8,950 6,307 Net income $ 9,775 $ 7,577 $ 19,458 $ 14,717 Earnings per share - basic: Basic earnings per share $ 0.31 $ 0.25 $ 0.62 $ 0.48 Weighted average shares - basic 31,667 30,800 31,579 30,716 Earnings per share - diluted: Diluted earnings per share $ 0.29 $ 0.23 $ 0.58 $ 0.45 Weighted average shares - diluted 33,782 32,966 33,688 32,862
ANSYS, INC. AND SUBSIDIARIES Reconciliation of Non-GAAP Measures For the three months ended June 30, 2005 (in thousands, except per share data) (Unaudited) As Adjusted Reported Adjustments Results ---------- ----------- ---------- Revenue: Software licenses $ 19,794 - $ 19,794 Maintenance and service 17,862 - 17,862 Total revenue 37,656 - 37,656 Cost of sales: Software licenses 1,160 - 1,160 Amortization of software and acquired technology 881 (751)(a) 130 Maintenance and service 3,796 - 3,796 Total cost of sales 5,837 (751) 5,086 Gross profit 31,819 751 32,570 Operating expenses: Selling and marketing 6,143 - 6,143 Research and development 7,506 - 7,506 Amortization 385 (385)(a) - General and administrative 4,457 - 4,457 Total operating expenses 18,491 (385) 18,106 Operating income 13,328 1,136 14,464 Other income 1,046 - 1,046 Income before income tax provision 14,374 1,136 15,510 Income tax provision 4,599 398(b) 4,997 Net income $ 9,775 $ 738 $ 10,513 Earnings per share - basic: Basic earnings per share $ 0.31 $ 0.33 Weighted average shares - basic 31,667 31,667 Earnings per share - diluted: Diluted earnings per share $ 0.29 $ 0.31 Weighted average shares - diluted 33,782 33,782 (a) Amount represents amortization expense associated with intangible assets acquired in business acquisitions, including amounts primarily related to acquired software, customer list and non-compete agreements. (b) Amount represents the income tax impact of the amortization expense adjustments referred to in (a) above.
ANSYS, INC. AND SUBSIDIARIES Reconciliation of Non-GAAP Measures For the three months ended June 30, 2004 (in thousands, except per share data) (Unaudited) As Adjusted Reported Adjustments Results ---------- ----------- ---------- Revenue: Software licenses $ 16,353 - $ 16,353 Maintenance and service 15,649 - 15,649 Total revenue 32,002 - 32,002 Cost of sales: Software licenses 1,179 - 1,179 Amortization of software and acquired technology 754 (602)(a) 152 Maintenance and service 3,045 - 3,045 Total cost of sales 4,978 (602) 4,376 Gross profit 27,024 602 27,626 Operating expenses: Selling and marketing 6,032 - 6,032 Research and development 6,483 - 6,483 Amortization 285 (285)(a) - General and administrative 3,546 - 3,546 Total operating expenses 16,346 (285) 16,061 Operating income 10,678 887 11,565 Other income 146 - 146 Income before income tax provision 10,824 887 11,711 Income tax provision 3,247 310(b) 3,557 Net income $ 7,577 $ 577 $ 8,154 Earnings per share - basic: Basic earnings per share $ 0.25 $ 0.26 Weighted average shares - basic 30,800 30,800 Earnings per share - diluted: Diluted earnings per share $ 0.23 $ 0.25 Weighted average shares - diluted 32,966 32,966 (a) Amount represents amortization expense associated with intangible assets acquired in business acquisitions, including amounts primarily related to acquired software, customer list and non-compete agreements. (b) Amount represents the income tax impact of the amortization expense adjustments referred to in (a) above.
ANSYS, INC. AND SUBSIDIARIES Reconciliation of Non-GAAP Measures For the six months ended June 30, 2005 (in thousands, except per share data) (Unaudited) As Adjusted Reported Adjustments Results ---------- ----------- ---------- Revenue: Software licenses $ 40,269 - $ 40,269 Maintenance and service 35,011 - 35,011 Total revenue 75,280 - 75,280 Cost of sales: Software licenses 2,413 - 2,413 Amortization of software and acquired technology 1,788 (1,513)(a) 275 Maintenance and service 7,654 - 7,654 Total cost of sales 11,855 (1,513) 10,342 Gross profit 63,425 1,513 64,938 Operating expenses: Selling and marketing 12,571 - 12,571 Research and development 14,819 - 14,819 Amortization 711 (711)(a) - General and administrative 8,575 - 8,575 Total operating expenses 36,676 (711) 35,965 Operating income 26,749 2,224 28,973 Other income 1,659 - 1,659 Income before income tax provision 28,408 2,224 30,632 Income tax provision 8,950 779(b) 9,729 Net income $ 19,458 $ 1,445 $ 20,903 Earnings per share - basic: Basic earnings per share $ 0.62 $ 0.66 Weighted average shares - basic 31,579 31,579 Earnings per share - diluted: Diluted earnings per share $ 0.58 $ 0.62 Weighted average shares - diluted 33,688 33,688 (a) Amount represents amortization expense associated with intangible assets acquired in business acquisitions, including amounts primarily related to acquired software, customer list and non-compete agreements. (b) Amount represents the income tax impact of the amortization expense adjustments referred to in (a) above.
ANSYS, INC. AND SUBSIDIARIES Reconciliation of Non-GAAP Measures For the six months ended June 30, 2004 (in thousands, except per share data) (Unaudited) As Adjusted Reported Adjustment Results ---------- ----------- ---------- Revenue: Software licenses $ 32,677 - $ 32,677 Maintenance and service 30,657 - 30,657 Total revenue 63,334 - 63,334 Cost of sales: Software licenses 2,516 - 2,516 Amortization of software and acquired technology 1,509 (1,219)(a) 290 Maintenance and service 6,128 - 6,128 Total cost of sales 10,153 (1,219) 8,934 Gross profit 53,181 1,219 54,400 Operating expenses: Selling and marketing 12,086 - 12,086 Research and development 12,830 - 12,830 Amortization 572 (572)(a) - General and administrative 7,045 - 7,045 Total operating expenses 32,533 (572) 31,961 Operating income 20,648 1,791 22,439 Other income 376 - 376 Income before income tax provision 21,024 1,791 22,815 Income tax provision 6,307 626(b) 6,933 Net income $ 14,717 $ 1,165 $ 15,882 Earnings per share - basic: Basic earnings per share $ 0.48 $ 0.52 Weighted average shares - basic 30,716 30,716 Earnings per share - diluted: Diluted earnings per share $ 0.45 $ 0.48 Weighted average shares - diluted 32,862 32,862 (a) Amount represents amortization expense associated with intangible assets acquired in business acquisitions, including amounts primarily related to acquired software, customer list and non-compete agreements. (b) Amount represents the income tax impact of the amortization expense adjustments referred to in (a) above.
ANSYS, INC. AND SUBSIDIARIES Condensed Consolidated Balance Sheets (in thousands) (Unaudited) June 30, December 31, 2005 2004 ------------ ------------ ASSETS: Cash & short-term investments $ 163,370 $ 138,446 Accounts receivable, net 15,359 18,792 Other assets 83,282 82,408 Total assets $ 262,011 $ 239,646 LIABILITIES & STOCKHOLDERS' EQUITY: Deferred revenue $ 49,465 $ 43,906 Other liabilities 15,977 20,271 Stockholders' equity 196,569 175,469 Total liabilities & stockholders' equity $ 262,011 $ 239,646 CONTACT: Lisa O'Connor, Treasurer of ANSYS, Inc., +1-724-514-1782, or lisa.oconnor@ansys.com / Web site: http://www.ansys.com http://www.ansys.com/corporate/investors.asp /
|
|||||||
correct_foundationPlace_00077
|
FactBench
|
3
| 17
|
https://www.momenta.one/insights/prith-banerjee-ansys
|
en
|
Podcast #159 Engineering What's Ahead
|
[
"https://www.momenta.one/hs-fs/hubfs/m21images/Momenta_brandbook_2022_07_15-02%201.png?width=126&height=92&name=Momenta_brandbook_2022_07_15-02%201.png",
"https://www.momenta.one/hubfs/Resources/Podcasts/Pod-2021-Cover-images/Pod-159-Prith-Banerjee.jpeg",
"https://www.momenta.one/hs-fs/hubfs/eMail/building_momentum_mailer/orange-line.png?width=79&height=1&name=orange-line.png",
"https://www.momenta.one/hubfs/m21images/sound-white.svg",
"https://www.momenta.one/hubfs/m21images/spot-white.svg",
"https://www.momenta.one/hubfs/m21images/tunes-white.svg",
"https://www.momenta.one/hubfs/m21images/you-white.svg",
"https://www.momenta.one/hubfs/facebook-color.svg",
"https://www.momenta.one/hubfs/linkedin-color.svg",
"https://www.momenta.one/hubfs/twitter-color.svg",
"https://www.momenta.one/hubfs/234_Matthew%20Carr.jpg",
"https://www.momenta.one/hubfs/233_Alessandro%20Butte.jpg",
"https://www.momenta.one/hubfs/232_Annika%20%C3%96lme-1.jpg",
"https://www.momenta.one/hubfs/m21images/mic.svg",
"https://www.momenta.one/hubfs/m21images/sound.svg",
"https://www.momenta.one/hubfs/m21images/spot.svg",
"https://www.momenta.one/hubfs/m21images/tunes.svg",
"https://www.momenta.one/hubfs/m21images/you.svg",
"https://www.momenta.one/hubfs/m21images/new-footer-logo.svg"
] |
[] |
[] |
[
""
] | null |
[
"Ken Forster"
] |
2021-10-13T15:27:15+00:00
|
Ken welcomes Prith Banerjee, Chief Technology Officer at Ansys, to discuss the trends he expects will affect the digital industry over the next five years, as well as other topics. ...
|
en
|
https://www.momenta.one/hubfs/Logos/favicon.ico
|
https://www.momenta.one/insights/prith-banerjee-ansys
|
TRANSCRIPT
Ken: Good day, and welcome to Momenta Digital Thread podcast series. Today it is my great honor to have Prith Banerjee, Chief Technology Officer at Ansys, a leader in engineering simulation. Prith has a long track record of technology leadership roles, including EVP and CTO of Schneider Electric, Managing Director of Global Technology R&D at Accenture, EVP, CTO of ABB, and Director of HP Labs. In addition to an extensive academic background as Dean of Engineering at the University of Illinois at Chicago and Director of Computational Science and Engineering at the University of Urbana-Champaign, Prith is also an accomplished founder, founding AccelChip in 2000 and BINACHIP in 2006. He serves on the Board of Directors of Cubic and Turns Tide, and numerous technology advisory boards. Wow. That is a mouthful, Prith. So with all of that being said, welcome to our Digital Thread podcast today.
[00:01:38]
Prith: Thank you very much, and I'm looking forward to discussing this with you. Thank you.
[00:01:42]
Ken: I am as well. I must say, what an impressive record of achievements you've had, and across academia, large corporates, and certainly startups as well, so this should be a very interesting conversation. I always like to start it off by asking about your digital thread. In other words, the one or more thematic threads that define your digital industry journey.
[00:02:03]
Prith: Absolutely. So again, when people talk about digital thread in the manufacturing industry, heavy industry, like the world of ABB and Schneider, they talk about the fact that in the past, people used to build products, they design products on a theory tool. Then they prototype their part in a lab. And once they saw that kind of work, they say, okay, let's try to fabricate it at scale in a factory and then make the parts and send it out to the factories, to customers, and so on. There is no connection between what was imagined in the concept and then what was prototyped, what was manufactured, and what was operated on. In the new world of digital, with all the digital technologies of cloud mobility, IoT, analytics, etc.- essentially, people are talking about that continuous digital thread, that thread from the CAD going through the simulation, instead of physical prototyping doing hardware simulation, and then to manufacturing through 3D printing and to operations with IoT. So people are talking about the digital thread, maintaining the connection from the CAD, the manufacturing, the operations in every phase in a lifecycle. In the last 30 years, I have been working in different aspects of different digital technologies. First, in academia, then the startup world, then the current worlds in industry, both in simulation companies and in large companies like ABB Schneider. I have been part of this digital journey, and what I have observed is how personally I have become digitized. I use a lot of digital technology myself, and how different aspects of my life- my world in academia, what I used to teach, how that has transferred into the world of startups, and how that has gone into the world of large companies and so on. I am personally practicing digital threads myself.
[00:03:49]
Ken: I just love this journey you've taken and the way you kind of laid out that digital thread from academic to entrepreneurial to corporate. I'd like to call you truly a renaissance man in that regard. I also like Ansys' tagline in some sense, I think it's almost your personal one in calling engineering what's ahead in that regard. Kind of looking back on the last 30 years, as you mentioned, if you had to summarize all that experience into three observations of technology catalyzed transformation, what would those be?
[00:04:20]
Prith: Yes. I have personally gone through this journey. And I want to share my enthusiasm with all your listeners. When I was in academia, you are essentially solving futuristic problems, or I call Horizon 3 innovation. You are focused on the fundamental Discovery, basic science, and so on. And it's not product-based research. You're thinking about what the tough problems to solve are, right? For example, when I was in academia, I was working on parallel algorithms for VLSI computer design. We were thinking, 'Hey, this high-performance computing thing would come in the future, and we are designing these large electronic chips. People would run out of computing, and they would need to do those types of things. When I was publishing papers in those days, the year was 1980, the mid-1980s. Everybody says you don't need high-performance computing. But that's what an academic does. You look at the future- 10, 20, 30 years in the future and say, 'This is the problem that I need you to solve and let's try to solve it.
But what happens as an output of academic research is you end in the publications. When you get these peer-reviewed IEEE or ACM Transactions, paper, and so on- you say, 'Wow, that's great. And you graduate these Ph.D. students with like 10, 12 papers themselves, and that is the output. The output is publications, patterns, Ph.D. students, fame, recognition. You could become a fellow of IEEE, and so on. That's it, right? But then, what I realized when I was at Northwestern- I completed a DARPA-sponsored research project on the match compiler, and it had all these wonderful demonstrations and so on to DARPA. They said, 'Hey, you need to commercialize it. Now, that struck a chord. I said, 'What? Commercialize it? Transfer this to industry'? And what I found was- again, this is the valley of death that people talk about, right? In academia, you stop at the publication, stop at their pattern. It takes a long time to take those initial ideas, that proof of concept into a product, with all the user interfaces and so on that people can use.
Unfortunately, research funding, right? There's no research funding from NSF or DARPA, whatever- to do that additional work. You look at startups that take ideas from academic work- this is what I did in my personal life. I took leave from the university, started AccelChip, got some money from VCs, from ARCH Ventures and Greylock and Interest. It took me two, three more years to take those research ideas at Northwestern into a product. And then, once that product was actually used by customers and so on, you evolve the product, you do a lot of things with it. And ultimately, AccelChip was acquired by Xilinx Corporation, which is where it showed up that technology made it finally into a large company. And I've seen how large companies- the companies that I work for, ABB Schneider and Ansys and so on. How they do a good job with respect to the Horizon 1 innovation, the horizon two innovation. But they oftentimes struggle with the Horizon to the 3s. And that's where the best thing for these large companies to do is to partner with academia, with startups, and so on. And that has personally been my journey.
You talked about the tagline of Ansys. It talks about engineering what's ahead. And the vision that we share with our customers is- in the old world, people used to do a product innovation by imagining a product and then coming up with a physical prototype of a product which they prototype in a lab. And they try three different things, they say, 'Okay, this is the best one'. Today, with really accurate physics-based simulation, what Ansys allows customers to do is to literally say imagine. This is the possibility. If you had to do this kind of a wing shape, and the fluid will flow over that wing shape, this wing- you don't have to test it in a wind tunnel. You can do it through simulation. When Ansys Fluent says this wing will fly, it will fly. If it says at this angle, the wing will stall, it will stall. With the power of accurate simulation combined with millions of processes available in the cloud and empowered by AIML, it's enabling our customers to engineer what is ahead—innovating in various industries like aerospace and automotive, even high tech and manufacturing energy. This is how I see my personal world tie with the mission statement of Ansys.
[00:08:41]
Ken: And I can certainly see how those aligned back in to describe not only Ansys but also your career trajectory, constantly engineering what's ahead. Let me ask a slightly different question. When I looked at your digital thread, what I thought was interesting was your time in both enterprises IT and OT disciplines. And we are, of course, looking at the digital industry- always think very much on the OT side and how it connects in that IT side. Many have said that's a gap, right? The IT/OT gap. Given your time at ABB Schneider and Ansys and other companies- I guess, what's your perspective? Do you see a gap, and how has that gap changed over time?
[00:09:17]
Prith: Absolutely. There is a gap, and, it is transforming as we speak. Let me give you a specific example. When I was at ABB, ABB was a large power and automation company. It's a $40 billion company. They have different divisions serving power in high power, medium power, low powered circuits, and so on. They had these large transformers and switchgear, so very, very large assets. And also, they had things like robots and equipment. In the past, those assets- once they made those assets, they were imagined in a CAD world, right? They probably did some simulation, they manufactured it and they shipped off that switchgear or whatever, or the robot into a customer location and that's it. When that large asset failed, ABB had to send some repair people to go and fix that thing. They go in, they try to decode where the problem is, and they say, 'Oh, that left coil has failed'. So then their repair person goes back home, and they try to find a replacement part. It takes two weeks, three weeks, etc. And that equipment is down for that time. That's no good. In the world of IoT, what has happened is essentially, as soon as that breaker or robot or whatever fails, it calls home. So ABB essentially knows that that part has failed. And so not only with that, with all the diagnostics and so on, you can say, 'Hey, this is what has failed'. So by the time the repair person shows up, they actually bring the right parts to repair the thing, and it is essentially down only for a short time.
And that was- IoT has enabled services. But where people are going with this, again, it's creating digital twins and so on. Then the predictive analytics before a large part failed, gives signals that it's about to fail. Just like before we get sick, we get a fever, and so on. As you are getting abnormal signals compared to normal signals, if you can collect all the data through an IoT platform, you can do amazing things with respect to predictive analytics. And that's where companies like Schneider- when I was at Schneider, we are building the EcoStruxure IoT platform. ABB with the Ability platform, connected up all these assets, GE with the Predix platform- this is essentially what is happening. The IT/OT convergence that he talked about typically- the IT companies like HP and Dell and IBM, working in the IT world. Or Accenture, right? They were working on the IT world, the IT stack, the cloud, and mobility, and so on. And the OT companies, Schneiders, ABBs and GEs, Honeywell- they're working on the OT world, on the on-premise, in the operations, what is going on. What has happened these days is with various IoT platforms like Ability from ABB, or Predix from GE, or EcoStruxure from Schneider and Honeywell, everybody's back from- all these worlds are coming together. That's what is IT/OT convergence. Now, the Ansys angle is we do simulation, and essentially, what we allow our customers to do is to do hybrid digital twins where the prediction of that predictive analytics that you do with pure data analytics- we have found is kind of limited to about maybe 80% accuracy. If you can do it with simulation, it goes to about 90% accuracy. But you go combine physics and data analytics, you can get to 99% accuracy. This is the power of the hybrid digital twin, which is the intersection of IT/OT that I'm personally very, very excited about.
[00:12:35]
Ken: You've really become a thought leader, not only on digital twin but this idea of the hybrid digital twin. Maybe- just to kind of reset, what does the term digital twin mean to you? And why should it be important to our digital industry focus listening audience?
[00:12:50]
Prith: Digital twin- the definition of the digital twin, right? Ansys is a founding member of the Digital Twin Consortium, and there are other companies like GE, and Microsoft, and Dell- they're all founding members. And so the first thing that we need to do is to define, officially, what is the digital twin? Now, to get to a digital twin, you need to have a physical asset like the transformer, the switchgear, or the robot. Then you have to have a model of the asset. And oftentimes, people confuse a simulation model of an asset as a digital twin. What makes a digital twin a digital twin is the third thing, which is to weigh information for, between the physical assets and the model. So information flows from the asset to this model that makes it a little more accurate. And information flows from the model back to the asset to their IoT platform. And essentially, therefore, the Digital Twin Consortium has defined digital twin as 'a virtual model of a process or asset, which is synchronized at high fidelity, and at certain frequencies'. So it's a very short definition, but it means a lot because it's talking about the model and the model between the physical and the real. And he talks about the synchronization, the two information flow, and it says- synchronization done with a certain fidelity. You can have a very rough, low fidelity model which is also a digital twin, or a high fidelity model. And the hybrid digital twin that I'm talking about really brings it together. Just to double click, in the world of the digital twin, people used to just come up with- slap some sensors to assets and collect data on those assets, and they built a digital model of that asset. It's a very general model, but the accuracy of the predictive analytics is kind of limited to the data you have seen.
The Space Shuttle Challenger had an explosion, right? How many times did the space shuttle explode? Only once. No amount of data collection would have predicted a space shuttle would explode because you don't have enough data. However, with physics simulation, with Ansys tools, or other simulation tools, you could model the fact that here's a space shuttle, it is entering the Earth's atmosphere at 50G- that is generating a lot of fluid flow over the tiles. That is generating a lot of heat, and the heat is going to make those tiles expand. At a certain point, that tile expansion will create force stress, the tile would explode, and oops. And that's where the space shuttle may explode. Those physics-based analyses can be done only through detailed simulation. But you combine that with IoT- imagine, on that space shuttle, you had an IoT connection and say, 'Hey, this is about to crack, it's about to crack'. And you actually notice a crack, which is six inches long, then seven inches long. If you could synchronize that IoT connection, that actual connection, the real asset- with some simulation, where you say, 'Hey, I'm going to do smart propagation. You can combine the two, you can do amazing, accurate results. This is where the future of digital twins is. And we have a twin builder product in Ansys, which does this in this vision that I talked about, the hybrid digital twin.
[00:15:49]
Ken: Wow, what a great definition there. And I like the double click down, that's a relevant example. One of your peer companies, of course, in the space is PTC, which acquired ThingWorx back in 2013, which was one of our early portfolio companies. The deal rationale they had almost sounded like an early version of the digital twin, and they were calling it round trip engineering from CAD out to the asset itself, monitoring the asset. It's been almost eight years since that acquisition. Do you think we're any closer to that promise at this point?
[00:16:19]
Prith: Absolutely. PTC is one of our strongest- not just peer companies, partner companies even. I was on a call recently with Brian Thompson from PTC only last week. So you look at PTC's original product. The big thing that they do, they have this CAD tool. When I talked about product innovation, you're imagining an aircraft wing or an engine or a gas turbine blade. You design it using a CAD tool such as Creo. And then essentially, once you imagine that, you do a bunch of three, four different physical prototypes, which is how people used to do designs in the past. They do three, four different prototypes, and then they say, 'Okay, this has been fabricated. And I'm going to test it, manufacture it at scale in a factory. And that's it, it goes out in the field, and it's operating. Now, that was the old world. Then the world of simulation came in simulation-based product innovation where once you enter it into a CAD tool like Creo, you do a simulation of that. You can do a very simple quick simulation, and we have a tool called Ansys Discovery that ties in with Creo. As soon as a designer is entering a new CAD design in Creo, they can do a quick simulation through Ansys Discovery tools, and the two tools are very tied together. But Discovery is a very quick simulation called real-time simulation. But an analyst really needs to do a detailed simulation. We have Ansys Mechanical for structural simulation using finite element analysis, or fluid simulation with fluid or electromagnetic simulation with HFS. We have these different physics solvers that are tied in for doing the deep analytic simulation.
Then once you go into the manufacturing area, essentially, you can do manufacturing, with additive manufacturing- like 3D printing, and so on. Again, we have tools such as additive solutions that can simulate that 3D manufactured product. Then that product goes all the way to operations and then you connect it through an IoT platform. What PTC has, the second tool they have is this PLM Product Lifecycle Management tool called Windchill, and so that manages that digital trail. But at the end of the thread is an operation and you're collecting data through an IoT platform. And essentially that is- the thing works back from the PTC. The partnership that we have with PTC is PTC does the CAD, we do the simulation, the quick rapid simulation with Discovery and the detailed simulation with Ansys mechanical and so on, but then this is more managed by the PLM. And then at the end, you have the IoT platform which is the thing we start from. And then we essentially take the thing, it goes back from the output that PTC set up, and then use that to build a digital twin, the hybrid digital twin. This journey of this digital thread starting from concept, to design, to manufacturing, to operations, and getting your feedback to the next product innovation is the digital thread. And this is how PTC and Ansys are working hand in hand together.
[00:19:11]
Ken: At the time we were involved in the transaction, the thesis looked like this PLM, ALM, SLM all basically got you to- you'd say this lifecycle is designed to deliver. I design the product and I deliver it off the back shelf of the OEM if you will. The thing that was brought into this is this idea of monitoring that asset throughout its lifecycle, right? And so you could put connected CAD, connected PLM, ALM, SLM, etc. And it gave a whole new valuation to that full-cycle such that you could look at the lifecycle now of that equipment that was produced from design to disassembly at the end of life, really thinking long term. And it was very interesting looking at those models in those economics, in terms of the difference that it made. I agree with you, it was a pretty wise investment on their part and it seems to have really proven together with the work you're doing at Ansys, how this can truly be roundtrip. The dream for many a generation.
[00:20:07]
Prith: Absolutely. And where they're headed is- now, the world is moving to the cloud. And so essentially, they have now acquired a company on shape, which is scattered on the cloud. And again, we are doing some amazing work on simulation in the cloud. So essentially, the whole journey on the cloud is we are going to continue to partner with PTC in this area.
[00:20:25]
Ken: Perfect. You mentioned innovation earlier in this idea of Horizon 1, 2, and 3. I'd like to drill down on that a little bit, just so the audience knows- number one, Ansys was named a fast company in the list of 100 best workplaces for innovators. That's quite an interesting one. You of course, have had a lot of experience in academia, UC, Northwestern, startups, AccelChip, and BINACHIP. And large companies, HP, ABB Schneider, Ansys, etc. I guess looking at one, why Ansys got that award, and two, your broader perspective of best practices in corporate innovation outside in, I guess in some sense. What would you say are some of the interesting best practices that you've seen out there?
[00:21:09]
Prith: This topic of innovation is very, very close to me and I'm very passionate about it. As you mentioned, I've been fortunate to have worked in three completely different fields of innovation. People are thrilled if they can just work in academia, and then I was in academia for over 20 years, working for both public universities like the University of Illinois and private universities like Northwestern. That is what academics do, they do a phenomenal job in the Horizon 3 innovation- 5, 10 years, 15 years out, funded by the National Science Foundation, or DARPA, whatever. They're imagining what are the possibilities out there in the future world. For those professors and graduate students, they do all this fantastic work and they submit once they're done with the research. They publish this amazing work in a peer-reviewed conference or a journal, IEEE conference, or ACM journal. And that's it, right? Because the metrics of promotion and tenure or whatever in academia says, okay, you found the new stuff. You've innovated, you've solved the problem, this problem was how do you do a really scalable database that can scale up to 2 trillion data, etc., and that's it. You publish the paper, you're done. What I have found is, it takes a lot of work to take those ideas that were essentially written up in a publication, to convert that into a product that customers would use. And in my personal journey, when I ended the match compiler work at Northwestern- DARPA sponsored. It was amazing, really futuristic technology taking MATLAB programs and automatically generating chip designs using VHDL, and so on. They look really good, but it was not a product.
Essentially at that point, I took leave from the university- from Northwestern and founded AccelChip, raising money from VCs and so on, and building that product. Building that product took about two years. I was very focused on just building their product. MATLAB in, register, transferable VHDL out for the mach on FPGAs. And then you work with customers- well, this doesn't work, etc. So there's a lot of work that is needed. And VCs come in at that point, taking that idea, a very focused product and building their product and disrupted the industry in the time around 2000. And then AccelChip after four or five years was acquired by Xilinx Corporation. And that became part of the portfolio, Xilinx makes FPGAs, and they were building design tools for FPGAs so it was kind of wasn't part of this thing. Now, the observation that I have made is that large companies do a fantastic job in the Horizon 1 innovation, which is they have a current set of products, they're building FPGAs, or breakers or panels or whatever from ABB. Ansys has simulation tools like HFSS and Maxwell. They do a good job there because they have an existing product, they are interfacing with customers.
The field tells us, 'Oh we need these features, your competition is doing this'. They do a fantastic job in the Horizon 1 innovation. Horizon 2 is the adjacency. You had these things- okay, now I need to go on the cloud, maybe I should do this, etc. Maybe this thing is working for the North American market. I have a breaker for North America, 410 volts. I now need to go to China for 220 volts, they also do a good job. Where large companies struggle is in the disruptive innovation, the Horizon 3 innovation. I don't have a product in that space, and I'm just imagining a product. I worked at HP Labs, and when I was at HP Labs, I was helping HP build those disruptive innovations, the Horizon 3, and so on. But even if you build a really interesting product in your lab, the large companies' sales forces really don't know how to sell the product. So they say, 'Oh, I don't know what to do'. There is a challenge. Essentially, the observation I'm making is that these large companies, in order to do disruptive innovation, they need to have a central arm for R&D, and then that central arm needs to do partnerships with universities and startups and bring those startups' technology as part of this. Now, what am I doing at Ansys? At Ansys, I am leading efforts in AI machine learning applied to simulation. So we have an organic group, we are doing some amazing work with AIML. But in addition to the organic work, we are also working with academia. We are working with professors at Stanford, at Carnegie Mellon, at Princeton, at Brown, and so on- and taking those really research innovative ideas, and working, cooking it jointly with the work that is going on at Ansys.
And then we are also working with various startups. Now, I don't want to name the startups here, but we are working with a set of startups. We are taking those startups' ideas, and combining that with our stuff, and doing some amazing stuff. And it's just that- for example, the work that we do in AI now, we are doing similar work in digital twins, similar work with HPC. The observation is that large companies will be successful with Horizon 3 innovation if they know how to work with startups and so on. And through the startups, what we have done is we initially work with a startup, then we invest in their startup, then we acquire their startup. For example, two years ago we worked with a startup called Dynardo, they had a tool called OptiSLang, that was allowing our customers to use our simulation tools and do design optimization around it. We initially had an OEM agreement with that startup, then we invested in the startup, then we bought the startup Dynardo in 2019. And over the last 15 years, Ansys has acquired 26 companies. This is how we are essentially doing this Horizon 3 kind of innovation, where we see all these possibilities, bring those technologies, and integrate the technology and then essentially bring them to our customers. And that is what has allowed Ansys to win this Fast Company Award for Best Innovators. And one of the things that we do internally at Ansys is to have these CEO Innovation Awards. We have three sets of awards, awards for the most innovative product, the most innovative solution, the most innovative technology- and that has changed the culture at Ansys. We're very happy to be talking about innovation at Ansys with all of your listeners.
[00:27:03]
Ken: You clearly have a lot of passion around this space and clearly, a track record that says you know what you're talking about. Maybe we can expect a book from you in the future on this great topic because it would be very, very timely.
[00:27:14]
Prith: Actually Ken, since you mentioned this, I'm writing a book called "Innovation Factory". It should come out hopefully by the end of this year or early next year. And essentially, it is about how large companies can innovate in the 21st century by better partnering with universities and startups. And every large company, they say, 'Oh yeah, I work with a university. I do some funding. Oh, I work with startups'. But the thing is, I mean, you can do those kinds of work as a checkbox, or you can actually do it. So my book is going to talk about practical guidelines as to what I have learned and being on the receiving end of company funding at the University of Illinois and Northwestern, and funded research when I was HP Labs, and I worked with startups. So I have seen what works, what doesn't. And that's my contribution to society. Hopefully, your listeners will read my book on "Innovation Factory" six months from now. Thank you.
[00:28:01]
Ken: Excellent. Wow, I will be one of your first readers. Let us know when that is published. Given all this discussion around innovation, and again, this tagline of engineering what's ahead, I'm gonna ask you to put your prognosticator hat on and tell us what three trends do you think will define the next five years for the industry?
[00:28:22]
Prith: Obviously, it's very hard to predict the future, but a few things that I am seeing is AI and machine learning is going to be extremely, extremely important to the world in general. And we at Ansys, really looking at the use of AIML applied to simulation. How are we doing this? Well, we are trying to use it to improve the customer productivity, use of our tools- I mean, augmented simulation, how do you simulate things so much faster, etc. AIML is clearly disrupting a lot of the things in various industries with recommendation engines, and so on, so forth. But it will completely change the way that the world goes and so on. The second thing is access to tremendous amounts of computing and storage. Essentially, people do these things with- on workstations, they have HPC clusters, and so on, so forth. But you look at all the cloud providers from Amazon, AWS, and Azure, and Google Cloud Platform and IBM and Oracle. All these cloud providers are providing a tremendous amount of computing on their resources. Essentially, this is going to change, transform the world of simulation-based product innovation. Because in the past, you were limited. Well, I want to do a finite element analysis. I don't have as much computing power, so I'm limited to only a million mesh points. If I had a million processes, I could go to a billion mesh points, I could do a trillion mesh points. And don't worry about the accuracy, I could be as accurate, more accurate than the physical world.
Essentially, a cloud and the HPC on the cloud is going to be a very, very big disrupter. And you can already see all of this. And the third thing that I see is the world around the ecosystem. And that ties in with this whole concept of open innovation that I was talking about. A company by itself cannot do all the work itself. You look at the automotive industry, right? There's fundamental things happening in electrification, autonomy, and whatever. But the car companies, the Fords and the GMCs and BMWs- they cannot do all that innovation themselves, so they rely on the suppliers. The Boschs, the Continentals, and so on. They will do this really interesting thing to feed into that process. The question is, how will innovation happen in the future? And I believe it will happen through an ecosystem where you enable third-party developers, suppliers, developers, and so on to co-innovate for you some really interesting parts. And within our own little field of simulation, we are thinking about how we enable third-party developers in innovating very, very interesting things by using Ansys solvers in the back end, and so on. Anyway, those three things that I can talk about- AIML, cloud-enabled with HPC, and this whole world of APIs, and third-party developers and so an ecosystem. Those are three I think, very, very interesting trends to watch for.
[00:31:03]
Ken: I would fully agree, I like the fact that you've coupled two technologies with one social pattern and we are seeing a lot more of this, even if you look at the EU's Industry 5 initiative. It's coupling the technologies of Industry 4 with resilience, social good environmental, etc. It's pretty interesting to see in terms of how we go about doing something that may be important as what we do in the end. And I like this ecosystem concept. So finally, in closing, where do you find your inspiration? Think books, people, etc?
[00:31:37]
Prith: I read a lot of books. Fortunately, with all the digital things that are out there, you don't have to read physical books. You can go online and get amazing readings and so on. I listen to the radio, listen to podcasts, such as yours. And just looking at some amazing leaders, innovators- wonderful people that I get inspired with. So it is a combination of all three. The podcasts or online readings, the books, and the people that I see. And yes, obviously people like Elon Musk and Jeff Bezos- just absolutely wonderful role models for all of us to kind of emulate and follow.
[00:32:12]
Ken: Clearly. Speaking of ecosystem, it sounds like you've got a wonderful ecosystem of inspiration. Well Prith, thank you for sharing this time and these wonderful insights with us today.
[00:32:23]
Prith: Thank you very much, Ken. Really appreciate it.
[00:32:25]
Ken: Oh, as well. This has been Prith Banerjee, CTO of Ansys, a man and a company focused on engineering what's ahead. Thank you for listening, and please join us next week for the next episode of our Digital Thread podcast series. Thank you, and have a great day. You've been listening to the Momenta Digital Thread podcast series. We hope you've enjoyed the discussion, and as always, we welcome your comments and suggestions. Please check our website at momenta.one for archived versions of podcasts as well as resources to help with your digital industry journey. Thank you for listening.
Thank you, and have a great day.
|
|||||
correct_foundationPlace_00077
|
FactBench
|
3
| 40
|
https://www.nicholsonconstruction.com/news/nicholson-construction-company-moves-to-new-headquarters
|
en
|
Nicholson Construction Company Moves to New Headquarters
|
[
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/624ac2b38e9ad35fbc70f9ad_Logo.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/63304040ff3a74ba6b2b720f_facebook-gray.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/63313521e5a25491021b084e_facebook-red.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/633040d3d726c79d4ecba145_twitter-gray.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/6331357706417968b495f6be_twitter-red.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/63304089721a284ef40b52e7_linkedin-gray.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/63313563320e0e84a4bf3e19_linkedin-red.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/63e4917d95aaa259d5eda0a2_link-grey.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/63e49299a0f8813960128dd9_link-red.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/625fabbb814e326433cf7cb6_dot-bottom.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/6253b8443cbe7c58270efbe8_arrow%20left.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/6253b84fb0f80c9de125aa8c_arrow%20right.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/624ac2b38e9ad35fbc70f9ad_Logo.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/624c0af9c44fe88fb1d50a55_Subsidiary%20SB.svg"
] |
[] |
[] |
[
""
] | null |
[] | null |
Nicholson Construction Company has moved their headquarters from Cuddy, Pennsylvania, to the Zenith Ridge II Building at Southpointe in Canonsburg, Pennsylvania.
| null |
Nicholson Construction Company has moved their headquarters from Cuddy, Pennsylvania, to the Zenith Ridge II Building at Southpointe in Canonsburg, Pennsylvania.
Nicholsonâs corporate headquarters and shop have shared their location in Cuddy since 1978. The shop will continue to operate there, while the corporate headquarters will move just a few miles away to Southpointe, a major business park that is also home to Mylan, Ansys, EQT and Consol.
âOur ongoing success and growth have made this move possible,â said Steve Scherer, President of Nicholson Construction. âThe new location at Southpointe creates a perfect environment for our team to grow, collaborate and continue to be one of the leading geotechnical problem-solvers in the country.â
The new corporate office is home to the companyâs engineering design team, risk management and finance and also, the Mid-Atlantic regionâs engineering, project management and construction team.
Nicholsonâs employees moved into the new space for their first day of work on February 1. The companyâs address is 2400 Ansys Drive, Suite 303, Canonsburg, PA, 15317. All phone and fax numbers will remain the same.
Nicholson Construction Company has moved their headquarters from Cuddy, Pennsylvania, to the Zenith Ridge II Building at Southpointe in Canonsburg, Pennsylvania.
Nicholsonâs corporate headquarters and shop have shared their location in Cuddy since 1978. The shop will continue to operate there, while the corporate headquarters will move just a few miles away to Southpointe, a major business park that is also home to Mylan, Ansys, EQT and Consol.
âOur ongoing success and growth have made this move possible,â said Steve Scherer, President of Nicholson Construction. âThe new location at Southpointe creates a perfect environment for our team to grow, collaborate and continue to be one of the leading geotechnical problem-solvers in the country.â
The new corporate office is home to the companyâs engineering design team, risk management and finance and also, the Mid-Atlantic regionâs engineering, project management and construction team.
Nicholsonâs employees moved into the new space for their first day of work on February 1. The companyâs address is 2400 Ansys Drive, Suite 303, Canonsburg, PA, 15317. All phone and fax numbers will remain the same.
|
|||||||
correct_foundationPlace_00077
|
FactBench
|
1
| 52
|
https://ebooks.mtlebanon.org/mtl/2008/mtl-092008/files/pages/translate/67.html
|
en
|
[] |
[] |
[] |
[
""
] | null |
[] | null | null | ||||||||||
correct_foundationPlace_00077
|
FactBench
|
1
| 13
|
https://www.prnewswire.com/news-releases/nsf-funded-antenna-project-at-gonzaga-university-relies-on-ansys-117142253.html
|
en
|
NSF-funded Antenna Project at Gonzaga University Relies on ANSYS
|
http://photos.prnewswire.com/prnthumb/20110127/MM38081LOGO
|
http://photos.prnewswire.com/prnthumb/20110127/MM38081LOGO
|
[
"https://www.prnewswire.com/content/dam/prnewswire/homepage/prn_cision_logo_desktop.png",
"https://www.prnewswire.com/content/dam/prnewswire/homepage/prn_cision_logo_mobile.png"
] |
[] |
[] |
[
"ANSYS",
"Inc."
] | null |
[] |
2011-03-01T07:25:00-05:00
|
/PRNewswire/ -- Engineering simulation software from ANSYS (Nasdaq: ANSS) is playing an invaluable role in a National Science Foundation (NSF)-funded project...
|
en
|
/content/dam/prnewswire/icons/2019-Q4-PRN-Icon-32-32.png
|
https://www.prnewswire.com/news-releases/nsf-funded-antenna-project-at-gonzaga-university-relies-on-ansys-117142253.html
|
PITTSBURGH, March 1, 2011 /PRNewswire/ -- Engineering simulation software from ANSYS (Nasdaq: ANSS) is playing an invaluable role in a National Science Foundation (NSF)-funded project to develop innovative "smart" antenna systems. Gonzaga University in Spokane, Wash., received a nearly $1.2 million award to develop a Smart Antenna and Radio Laboratory in part to investigate more reliable high-bandwidth wireless communications via Wi-Fi. The use of ANSYS® technology will enable the university to test antenna design performance virtually, reducing time and costs associated with expensive prototype build-and-test methods.
(Logo: http://photos.prnewswire.com/prnh/20110127/MM38081LOGO )
One of the Gonzaga research projects is aimed at overcoming the growing problem of wireless signal interference, as many users try to communicate simultaneously over the 2.4GHz band used for Wi-Fi. The smart technologies developed by the team -- headed by Steven D. Schennum, an electrical engineering professor -- will enable antennas to focus on one user signal at a time. For example, for a Wi-Fi user working on a laptop with a weak or cross-polarized signal, a smart antenna system would utilize algorithms to optimize the signal to that individual laptop.
The NSF grant provides Gonzaga with funding for dedicated computers running ANSYS software that simulates smart antenna circuits and electromagnetic fields in three-dimensional structures. Using engineering simulation, Schennum and his team will develop new multi-antenna techniques that improve both the efficiency and bandwidth of wireless communications.
The use of ANSYS software is critical in bringing these intelligent technologies to market both quickly and cost-effectively.
"We're creating a state-of-the art anechoic chamber for testing our physical antenna prototypes, but even the best antenna test chambers are limited in their size and shape, the performance of their absorptive materials, and the range of frequencies they can accommodate," Schennum said. "By simulating electromagnetic fields and currents in a virtual environment using ANSYS software, we can test the performance of our antenna designs for any location, plane or geometry -- and over a limitless range of frequencies -- before moving to the prototype stage."
Engineering simulation also supports a higher level of innovation and greater flexibility during the design process, enabling researchers to run countless what-if scenarios. HFSS™ and DesignerRF™ from ANSYS provide results at a system level -- including fabricated metal parts, cables and other components -- to capture the effect of individual changes on how the antenna system performs as a whole.
"The antenna design laboratory has the potential to impact millions of wireless communications users around the world -- starting with Gonzaga's students learning about the benefits of engineering simulation," said Markus Kopp, product manager for electronics at ANSYS. "The radio spectrum is a highly valuable resource. In the past, researchers have used advanced engineering principles to identify ways we can use that spectrum much more efficiently. Smart antenna technology is the next step in that continuum, and Gonzaga University sees the value in using ANSYS technology to help accomplish that."
About Gonzaga University
Founded in 1887, Gonzaga University is a private, four-year institution of higher education located in Spokane, Washington. It is dedicated to the Jesuit, Catholic, humanistic ideals of educating the mind, body and spirit. Gonzaga University inspires and transforms people to shape a better world through education, character, service and faith. Enrollment for the 2009-2010 academic year was 7,837 students. Learn more at www.gonzaga.edu.
About ANSYS, Inc.
ANSYS, Inc., founded in 1970, develops and globally markets engineering simulation software and technologies widely used by engineers, designers, researchers and students across a broad spectrum of industries and academia. The Company focuses on the development of open and flexible solutions that enable users to analyze designs directly on the desktop, providing a common platform for fast, efficient and cost-conscious product development, from design concept to final-stage testing and validation. The Company and its global network of channel partners provide sales, support and training for customers. Headquartered in Canonsburg, Pennsylvania, U.S.A., with more than 60 strategic sales locations throughout the world, ANSYS, Inc. and its subsidiaries employ over 1,600 people and distribute ANSYS products through a network of channel partners in over 40 countries. Visit www.ansys.com for more information.
ANSYS, ANSYS Workbench, Ansoft, AUTODYN, CFX, FLUENT, and any and all ANSYS, Inc. brand, product, service and feature names, logos and slogans are registered trademarks or trademarks of ANSYS, Inc. or its subsidiaries in the United States or other countries. All other brand, product, service and feature names or trademarks are the property of their respective owners.
Customer: ANSS-C
SOURCE ANSYS, Inc.
|
|||
correct_foundationPlace_00077
|
FactBench
|
2
| 85
|
https://behrendblog.com/category/standout-seniors-2022/
|
en
|
Standout Seniors 2022 – BEHREND BLOG
|
[
"https://behrendblog.com/wp-content/uploads/2020/07/headerphoto-1.jpg",
"https://behrendblog.com/wp-content/uploads/2022/05/breanna-mcclain.jpg?w=503&h=755",
"https://behrendblog.com/wp-content/uploads/2022/05/gazebo.jpg?w=489&h=652",
"https://behrendblog.com/wp-content/uploads/2022/05/gil-ortiz2.jpg?w=402&h=536",
"https://behrendblog.com/wp-content/uploads/2022/05/mike-binni1.jpg?w=514&h=686",
"https://behrendblog.com/wp-content/uploads/2022/05/binni-wrestling.jpg?w=655&h=437",
"https://behrendblog.com/wp-content/uploads/2022/04/cara-harben1.jpg?w=549&h=732",
"https://behrendblog.com/wp-content/uploads/2022/04/emily-wargo.jpg?w=329&h=494",
"https://behrendblog.com/wp-content/uploads/2022/04/oishi1.jpg?w=555&h=833",
"https://behrendblog.com/wp-content/uploads/2022/04/katrina-stevenson-cropped.jpg?w=582&h=459",
"https://behrendblog.com/wp-content/uploads/2022/04/jasmine-lewis1.jpg?w=449&h=898",
"https://behrendblog.com/wp-content/uploads/2022/04/taylor-love-1.jpg?w=574&h=431",
"https://behrendblog.com/wp-content/uploads/2022/04/marcus-jacobs.jpg?w=479&h=638",
"https://behrendblog.com/wp-content/uploads/2022/04/psb-var-lab_010.jpg?w=655&h=437",
"https://1.gravatar.com/avatar/45b6465bd2a0b8637100d7f33211e9ce7a2c8a3b4147da27b5e3ece97cdd6e18?s=48&d=identicon&r=G",
"https://1.gravatar.com/avatar/45b6465bd2a0b8637100d7f33211e9ce7a2c8a3b4147da27b5e3ece97cdd6e18?s=48&d=identicon&r=G",
"https://1.gravatar.com/avatar/45b6465bd2a0b8637100d7f33211e9ce7a2c8a3b4147da27b5e3ece97cdd6e18?s=48&d=identicon&r=G",
"https://1.gravatar.com/avatar/45b6465bd2a0b8637100d7f33211e9ce7a2c8a3b4147da27b5e3ece97cdd6e18?s=48&d=identicon&r=G",
"https://0.gravatar.com/avatar/c9d1c951b498a3fd7636eb7e42f453b2180e3f1af0bb6ec3f11c6640f4ed8efe?s=48&d=identicon&r=G",
"https://s2.wp.com/i/logo/wpcom-gray-white.png",
"https://s2.wp.com/i/logo/wpcom-gray-white.png",
"https://pixel.wp.com/b.gif?v=noscript"
] |
[] |
[] |
[
""
] | null |
[
"Behrend Blog"
] |
2022-05-08T08:06:00-04:00
|
Posts about Standout Seniors 2022 written by Behrend Blog
|
en
|
https://s1.wp.com/i/favicon.ico
|
BEHREND BLOG
|
https://behrendblog.com/category/standout-seniors-2022/
|
Penn State Behrend’s class of 2022 is ready to make its mark on the world! We’re proud of our students and the things they’ve accomplished and learned while here at Behrend. Over the next several weeks, we’ll be introducing you to a few of our remarkable seniors who have overcome challenges, pioneered new technology, participated in important research projects, and left an impression at Penn State Behrend.
Today, we’d like you to meet Breanna McClain.
Major: Marketing
Minor: Communication Arts and Mass Media
Certificates: Public Relations and Advertising
Hometown: Columbus, Pennsylvania
Scholarships: Joseph Defrees Scholarship
On choosing Behrend: I knew coming to a smaller campus would increase the possibility of having a positive relationship with my professors. I wanted to be known by name, not just be one of a number of students in a program.
On choosing her major: I chose my major because marketing is the creative side of business. I’ve always been a creative person, and I wanted to use these gifts to help advertise products, services, or events.
Proudest accomplishment at Behrend: My proudest accomplishment has been my ability to increase my GPA every semester. I have continued to improve academically, and I am very proud of my dedication to continue to do better.
Campus involvement: I am the Vice President of Advertising in the American Marketing Association Club and am a Business Ambassador. I also was a part of the concert band whenever my schedule would allow it. I play the tenor saxophone.
A really “wild” internship: I did an internship at the Erie Zoo where I helped with social media and event planning. I loved helping the zoo staff get ready for events and watching visitors enjoy them. I got to have some cool interactions with the animals, and a lot of them recognized me by the end of my internship, which made me feel pretty special. I have some great photos with the zoo’s male orangutan, “Joe,” who recently passed away. I was really upset to hear that news and am glad to have made some memories with him.
This slideshow requires JavaScript.
Awards and recognitions: I recently received the Outstanding Marketing Student Award, and I made the Dean’s List every semester.
What makes her unique: I have an eye for design. I can take information and make a visual that will better represent and communicate what needs to be shared.
Her definition of the good life: My definition of living a good life is to treat everyone with kindness. If I can make someone else’s day a little brighter, I am satisfied that I am living the best possible life I can.
Her passion: One of my passions is photography. I enjoy capturing the small things people might otherwise overlook. It has helped me see at the world differently because I used to miss these things like everyone else. Now, I take time to notice and appreciate things around me and want to help others do the same.
Advice for first-year students: My advice would be not to get lost in the stress of the world. Life is easier if you can think of at least one good thing that happened in your day. If you can find that one good thing, it can completely change your outlook on life.
After graduation, Breanna plans to explore non-profit or for-profit organizational work in social media and event planning or pursue advertising work for a small marketing firm
Penn State Behrend’s class of 2022 is ready to make its mark on the world! We’re proud of our students and the things they’ve accomplished and learned while here at Behrend. Over the next several weeks, we’ll be introducing you to a few of our remarkable seniors who have overcome challenges, pioneered new technology, participated in important research projects, and left an impression at Penn State Behrend.
Today, we’d like you to meet Laura Gil.
Majors: Business Economics, International Business and Management Information Systems
Hometown: Bogota, Colombia
Scholarships: Pathway to Success: Summer Start Scholarship, Erie Insurance Group Leadership Scholarship, PNC Leadership Scholarship, Benjamin A. and Carolyn A. Lane Open Doors Scholarship, and Pam and Greg Slusher Open Doors Scholarship.
On choosing her majors: My journey to three majors started when I saw the economic crisis that was happening in Venezuela and decided to major in Business Economics. After doing some research, I learned that there are many factors, even very small ones, that can affect a country’s economy, so I added International Business. Finally, I realized that I needed to understand how to better comprehend and portray data for other people to understand issues that happen globally, so I added Management Information Systems.
Proudest accomplishment at Behrend: Graduating with three majors in four years.
Campus involvement: Student Government Association, Multicultural Council, Global Boarders, and Global Ambassadors.
Awards and Recognitions: Behrend Excellence Award and the Ardeth and Norman Frisbey International Student Award, a Penn State award that recognizes undergraduate students who have contributed significantly to furthering international understanding.
What makes her unique: I am very organized and driven to learn more about what is happening around the globe.
Globe-hopping: I have traveled to more than ten countries already!
Top priority: Getting a doctoral degree.
Her passion: Learning about how we are all connected through data.
Advice for first-year students: Get involved and start networking early on!
On overcoming obstacles: As an international student, I have faced many challenges to get to where I am, but I never let any of those stop me from reaching my goals.
After graduation, Laura plans to attend graduate school and eventually earn a PhD.
Penn State Behrend’s class of 2022 is ready to make its mark on the world! We’re proud of our students and the things they’ve accomplished and learned while here at Behrend. Over the next several weeks, we’ll be introducing you to a few of our remarkable seniors who have overcome challenges, pioneered new technology, participated in important research projects, and left an impression at Penn State Behrend.
Today, we’d like you to meet Mike Binni.
Major: Marketing
Hometown: Canonsburg, Pennsylvania
On choosing Behrend: I wanted the Penn State degree and experience, but with smaller class sizes. I’ve been able to form great relationships with all of my professors, which I don’t think would’ve been possible at a larger school.
On the many paths of Marketing: I chose my major because it is a diverse degree that offers a lot of potential career paths, from data analysis to social media management to graphic design to sales.
MVP on the mat: My proudest accomplishment at Behrend was being a two-time MVP on the varsity wrestling team.
He’s a people guy: I enjoy putting myself out there and talking to everyone. I just love to hear about other peoples’ lives and experiences. I think my extroverted personality makes me a natural for a career in sales.
Highest priority in the coming years: First, I’d like to grow into an account managing role at Ansys Engineering Software Company, where I’ve accepted a sales position. Eventually, I want to move out of Pittsburgh for a couple of years, see the country, and learn more about who I am.
Priorities, part II: My definition of a good life would be retiring at a young age so that I can spend time with my family and friends, and do something I’m really passionate about, like helping others, teaching, or mentoring.
Advice for first-year students: Put yourself out there and go to events and join clubs. Stay an extra couple of minutes after class to connect with your professors. Also, enjoy your time in college; it goes much faster than you can imagine.
Mike has accepted a position as a sales development representative with Anysys Engineering Software Company in Canonsburg.
Penn State Behrend’s class of 2022 is ready to make its mark on the world! We’re proud of our students and the things they’ve accomplished and learned while here at Behrend. Over the next several weeks, we’ll be introducing you to a few of our remarkable seniors who have overcome challenges, pioneered new technology, participated in important research projects, and left an impression at Penn State Behrend.
Today, we’d like you to meet Cara Harben.
Major: Software Engineering
Hometown: Attica, Ohio
On choosing Behrend: Two of the most important items on my college checklist were small class sizes and hands-on engagement. Behrend’s intimate classroom settings were instrumental in allowing me to feel connected to the course material and the faculty here. My labs have been more challenging than I ever imagined, too, but they have taught me vital skills that have left me better prepared for my career.
On switching gears: I always planned to go into medicine, but in my senior year of high school, I took a web design course and fell in love with programming. It completely flipped my plans upside down. I attended Google’s Computer Science Summer Institute before college, and it solidified my decision. I couldn’t be happier now.
Proudest accomplishments at Behrend: I’m fortunate to have had internships for the last three years at TechnipFMC in Erie and Northrop Grumman’s Space Systems division in California. As a member of Northrop’s intern council, I was able to pitch and start a support program for interns at my location to prevent discrimination in the workplace. That was my proudest moment during my academic career.
Campus involvement: I am a member of Behrend Engineering Ambassadors, Phi Sigma Rho (engineering/science sorority), and the Cultural Cooking Club (CCC). We just made dumplings for CCC, and while the ones I made were not aesthetically pleasing, they sure were delicious.
Java master: Being in this field has taught me the necessity of experimenting with different coffee brewing methods. I’m told I make a mean cup of coffee with my AeroPress, or so my partner says.
What you’d be surprised to know about her: My hometown is a village of fewer than 800 people in the middle of nowhere.
Take a moment to enjoy life: If you move too fast from one thing to the next, you’ll miss out on a lot of beautiful experiences. I like to stop and smell the flowers sometimes, whether by watching the sunset from the Burke parking garage, looking for the International Space Station on good nights, or cooking a good meal after a rough day. That’s what makes me happy.
Adventures await I am ecstatic to have a clean slate to work with once my partner and I move to Colorado Springs this year. I’d really like to spend some time learning a new language and getting back into playing guitar. We’d also like to try backpacking!
Cultivating the next generation of engineers: Computer science outreach is what inspired me to become a software engineer. Currently, I am in the process of designing a program for a local middle school that teaches kids how to create their own Space Invaders style game in Scratch, which teaches kids to program through drag-and-drop code!
Advice for first-year students: Go to the career fair in your first year. Worst case scenario, you come out of it better equipped to face the next fair. In my case, I never thought I’d have an internship after my first year, but I did!
Parting thanks: My professors have been wonderful throughout my time here, and I’m grateful to them for their help, advice, and patience, especially Dr. Wen-Li Wang, associate professor of computer science and software engineering; Dr. Amed Sammoud, lecturer in computer science and software engineering; and Dr. Abdallah S. Abdallah Abousheaisha, assistant professor of electrical and computer engineering.
After graduation, Cara will be joining Progressive Insurance in Colorado Springs, Colorado, as a software developer.
Penn State Behrend’s class of 2022 is ready to make its mark on the world! We’re proud of our students and the things they’ve accomplished and learned while here at Behrend. Over the next several weeks, we’ll be introducing you to a few of our remarkable seniors who have overcome challenges, pioneered new technology, participated in important research projects, and left an impression at Penn State Behrend.
Today, we’d like you to meet Emily Wargo.
Major: Marketing
Minors: Management Information Systems and Data Visualization
Hometown: Erie
Scholarships: Provost’s Award, Black Family Excellence and Opportunity Fund, and the Addison H. Gibson Foundation Grant.
On choosing her major: I was interested in Marketing because it offers a broad range of career opportunities. It’s a degree that pairs well with almost any minor or certificate. This allows you to customize your degree to specialize in whatever interests you.
On choosing her minors: I decided to add on a Management Information Systems minor after I took an MIS introductory class. I enjoyed the content and learned how technical skills can be used in the marketing field. I also took a Data Visualization course and learned that I enjoy working in Excel, especially creating graphs with data.
Campus involvement: I was involved in many open houses and other events hosted by the Black School of Business. I represented the Marketing and MIS majors as a Business Ambassador and served on the executive board for the American Marketing Association (Behrend’s marketing club).
Hands-on learning: During my junior and senior years, I worked as a data visualization intern in the area of Corporate Strategy and External Engagement at Penn State Behrend. I worked to learn a visualization platform and create new processes for creating reports with research award data.
What makes her unique: I’m resourceful. Whether it’s with cooking, collecting craft materials, or concisely taking notes, I like to keep things as logically organized as possible, while also consciously thinking about the resources being used, and allocating them in the best way. This applies to my personal relationships, as well, because I have a caring concern for others and enjoy pleasing those in a way that best suits everyone involved.
Top priority: My highest priorities for the coming years are to pay off my student loans and travel. While at Behrend, I have had the chance to explore many outdoor hobbies including hiking, kayaking, and car camping. I’m looking forward to using these newfound skills to explore new places in the coming years.
Emily has accepted a position as a Business Systems Analyst at TEKsystems contracted by PNC, following her graduation in May.
Penn State Behrend’s class of 2022 is ready to make its mark on the world! We’re proud of our students and the things they’ve accomplished and learned while here at Behrend. Over the next several weeks, we’ll be introducing you to a few of our remarkable seniors who have overcome challenges, pioneered new technology, participated in important research projects, and left an impression at Penn State Behrend.
Today, we’d like you to meet Grant Oishi:
Major: Nursing
Minor: Biology
Hometown: State College, Pennsylvania
Scholarships: The Clark Family Scholarship and the Class of 1922 Memorial Scholarship, as well as several grants to aid in my undergraduate research.
Why did you choose Behrend? Initially I did not. I applied to the nursing program and the Schreyer Honors College at University Park but was not accepted. So, I did some research and found Behrend, which had a BSN nursing program and campus honors program. Erie also had a few major hospitals, which was a key factor, as I wanted the best clinical experiences. I applied and was accepted to the nursing and Behrend Honors Program.
Serendipity: It turns out that not being able to attend the campus I thought I wanted to attend was one of the best things to happen to me. At Behrend, I immediately made connections with my peers and faculty, was able to easily get involved in clubs, and being so far from home, I was forced to grow as an individual.
On choosing nursing: I chose nursing for the reason most people do – I like helping people. It’s incredibly rewarding to care for someone and watch them improve, knowing that you played a role in their recovery. It’s also very humbling to have the responsibility of caring for individuals on some of the worst days of their lives. Nursing also involves a great deal of critical thinking, especially in the ICU. However, I have always enjoyed my science classes the most, which is why I have also pursued research and a minor in Biology.
Proudest accomplishments: I am proud of a lot of what I have done at Behrend, especially since so many things were new for me. I held executive board positions in multiple clubs, became a Schreyer scholar and completed a thesis, became a tutor, and won scholarships. But the thing I’ll carry with me are the relationships I made with students, staff, and faculty that have shaped my time at Behrend and the trajectory of my future.
Involvement: I am the treasurer of Scrubs Club, a pre-health club that exposes students to different disciplines within the field of healthcare through guest speakers, advising, and volunteer opportunities. I joined Cultural Cooking Club (CCC) my first year and have served as everything from secretary to president of the club. CCC’s mission is to explore the world and its many cultures through the lens of regional and national dishes.
Awards: In 2019, I received the Evan Pugh Scholar Award, which is given to the top five juniors and seniors.
Don’t give up: I eventually joined the Schreyer Honors College during my junior year, which proves that just because one path to your goal is blocked, doesn’t mean another one won’t open up.
The good life, defined: A good life involves happiness, fulfillment, and purpose in whatever forms those come in. Material possessions, recognition, and even your GPA often steal the spotlight, but at the end of the day, our close personal relationships are our greatest legacy and what I believe matter the most.
He’s a music man: Beyond science and medicine, I love music. I think it’s amazing that combinations of sound can have such a profound an effect on us and be so evocative. I’d like to learn how to play a few instruments now that I’ll have more free time.
Advice for new students: Get organized before the semester starts. Email your professor before the semester starts to ask if you actually need to buy the textbook for the class (most will be honest). Use Google Calendar (or something similar) to keep your schedule organized – it’s free, easy to use, and synchs across devices.
Following his graduation in May, Grant plans to take time for a cross-country solo trip to explore more of the country and scout locations where he might want to live. He’ll then look for a nursing position in a critical care specialty, preferably trauma medicine. He plans to return to school in the future to work on a graduate degree in the sciences or as a nurse anesthetist.
Penn State Behrend’s class of 2022 is ready to make its mark on the world! We’re proud of our students and the things they’ve accomplished and learned while here at Behrend. Over the next several weeks, we’ll be introducing you to a few of our remarkable seniors who have overcome challenges, pioneered new technology, participated in important research projects, and left an impression at Penn State Behrend.
Today, we’d like you to meet: Katrina Stevenson.
Major: Electrical Engineering
Hometown: Cheswick, Pennsylvania
On choosing Behrend: I wanted to go somewhere away from my hometown, but close enough to go home on weekends. Behrend’s Electrical Engineering program also has a great reputation.
On choosing her major: I chose Electrical Engineering because it was the engineering discipline that I knew the least about, but was interested in.
Campus involvement: I am involved in Behrend Engineering Ambassadors, Society of Women Engineers, Institute of Electrical and Electronics Engineering, and the Behrend STEM Mentoring Program.
What you would be surprised to know about her: I love to be outdoors! I like to hunt, fish, kayak, hike, and just explore.
Her definition of the good life: One in which you feel accomplished and keep learning. Most importantly, live your life on your terms – put yourself and your goals first and do what makes you happy.
Top priority: Learning as much as I can! As I start my first full time job, I am looking forward to combining my internship experiences with everything I have learned in school and applying it to my position. Continuing to learn is important to me and it gives me a sense of accomplishment.
Advice for first-year students: You can still be successful if you struggle at the beginning. Don’t give up. Your GPA does not define you. Also, try to get industry experience through internships or co-ops as soon as possible.
After her graduation in May, Katrina will begin working as a Product Development Electrical Engineer at Xylem Inc. in Seneca Falls, New York.
Penn State Behrend’s class of 2022 is ready to make its mark on the world! We’re proud of our students and the things they’ve accomplished and learned while here at Behrend. Over the next several weeks, we’ll be introducing you to a few of our remarkable seniors who have overcome challenges, pioneered new technology, participated in important research projects, and left an impression at Penn State Behrend.
Today, we’d like you to meet Jasmine Lewis:
Major: Psychology
Certificates: Trauma Studies and Behavioral Health and Counseling Psychology
Hometown: Fairview, Pennsylvania
Scholarships: Behrend Excellence Scholarship.
On choosing her major: I initially chose Psychology because I wanted to become a therapist.
Proudest accomplishment at Behrend: You might expect me to say something related to academics, but I would say that I am most proud about meeting so many wonderful people and taking advantage of experiences that have helped me grow exponentially as a person from when I arrived here four years ago.
Campus involvement: I was a member of the Student Government Association where I served as Secretary of Commuter Affairs and as an upper-class Senator. I was also a Welcome Week Guide for three years and a peer mentor in Belonging@Behrend and the college’s Behrend Excellent Student Transition Mentor Program.
What makes her unique: I love volunteering and am especially adept at being a “people-mover” and getting things organized for events. Also, I have my purple belt in Goju-Ryu karate.
Singing in the rain (and sun and clouds and…): I love to sing. If I could sing my way through life, I’d be the happiest woman on Earth.
Her definition of the good life: To me, living the good life means looking at every opportunity, setback, or hurdle in a positive light. There is always something good to be found in every situation, and I live my life looking for positive notes in the things I do.
What she’s passionate about: I am incredibly passionate about educating people on mental health and reducing the stigmas associated with it.
Advice for first-year students: The best thing I ever did was to look at the degree requirements for my major in my first year. I highly recommend working closely with your academic adviser and the amazing staff in the Academic and Career Planning Center to make sure you’re on track. Your “What If?” report is quite literally your best friend (aside from the schedule builder) when it comes to scheduling classes. Some classes I took ended up counting for two or three categories in my degree path. This tool saved me a lot of time and stress.
Jasmine has accepted a job with the National Alliance on Mental Illness (NAMI) of Erie County, after her graduation in May. She also was accepted into the Disney College Program, which she will participate in from mid-July through February 2023.
Penn State Behrend’s class of 2022 is ready to make its mark on the world! We’re proud of our students and the things they’ve accomplished and learned while here at Behrend. Over the next several weeks, we’ll be introducing you to a few of our remarkable seniors who have overcome challenges, pioneered new technology, participated in important research projects, and left an impression at Penn State Behrend.
Today, we’d like you to meet Taylor Love
Major: Dual Majoring in Project and Supply Chain Management (PSCM) and Management Information Systems (MIS)
Hometown: Pittsburgh, Pennsylvania
On choosing Behrend: My dad went to Behrend, so we scheduled a visit and I fell in love. I immediately knew that it was where I was supposed to be.
On choosing her major: I was drawn to PSCM because of the uncertainty involved. I liked the idea that every day is a new challenge. I then fell into my MIS major after doing some MIS research and realizing I could easily dual major. MIS just seemed like a natural fit for me.
Proudest accomplishment at Behrend: I’ve done a lot in my four years at college, but I would have to say the privilege of tutoring other students is something I’m proud of having done. It’s one thing to be able to understand things on your own, but when you can translate that knowledge into helping others, it’s very fulfilling.
Campus involvement: I participated in undergraduate research with Dr. Babajide Osatuyi, assistant professor of MIS, served as a peer tutor, and was an academic mentor for the Black School of Business. I was also a Business Ambassador and president of PSCM Club.
Recognition: I was accepted into and presented my research work at two national conferences—Decision Sciences Institute and The Americas Conference on Information Systems.
She’s a people-person: I have an innate ability to connect with others. I love getting to know people and I think my personality is open and comforting.
What you’d be surprised to know: I struggle a lot with my mental health. I think it’s a very common misconception that people who are deemed successful or high functioning don’t have these issues, but that is not the case. I have generalized anxiety disorder and it’s a battle I fight with myself every day, yet people don’t see it when they look at me.
Her definition of the good life: To me, living a good life is about the journey. I try to live every day of my life as if the next one isn’t guaranteed. I’m big on listening to myself and doing what feels right. I do the things that make me feel fulfilled and I spend time with the people I love.
Top priority: To not stretch myself too thin. I am notorious for taking on too much. I want to make sure the things I’m putting my energy into are things that I’m really passionate about.
A student for life: I absolutely love to learn. I think that to live a well-rounded life, you have to constantly be learning. That doesn’t mean reading ten books a day, it can simply be introspection. I also love teaching others the things that I’ve learned. I think the true value of knowledge comes when you can share it with others.
What she wishes she had known as a first-year student: I wish I realized that everything would unfold exactly how it was supposed to. I had this fear of failure and a need to prove myself in this new environment. It caused me a lot of stress, and I wish that I had known it would all work out.
After graduation, Taylor will be working at American Eagle Outfitters in Pittsburgh as an Inventory Planning Teammate.
Penn State Behrend’s class of 2022 is ready to make its mark on the world! We’re proud of our students and the things they’ve accomplished and learned while here at Behrend. Over the next several weeks, we’ll be introducing you to a few of our remarkable seniors who have overcome challenges, pioneered new technology, participated in important research projects, and left an impression at Penn State Behrend.
Today, we’d like you to meet Marcus Jacobs:
Major: Dual majoring in Business Economics and International Business
Hometown: Mount Washington in Pittsburgh, Pennsylvania
Scholarships: Bayard D. and Ethel M. Kunkle Scholarship, Pathway to Success: Summer Start Scholarship, Behrend Faculty and Staff Scholarship, and the Lawrence and Elizabeth Held Scholarship.
Why he chose Behrend: In a way, I didn’t. I originally went to a community college in Pittsburgh. There, I had the opportunity to tour several universities. Penn State’s University Park stood out to me, and I applied. Because I was a transfer student, I had to do a 2 + 2 program (two years at a Commonwealth campus and two years at University Park). I chose Behrend, but within three weeks of being here, I knew I wanted to stay.
Decision made, period: The faculty relationships I had made in just a month, the energy that I experienced at Behrend, and the plethora of opportunities available made up my mind. I am a decisive person so when I decided that I was staying, that was that.
On Business Econ: Unlike many other schools, Behrend houses the Economics program in its business school, so there is a particular focus on the business applications of economics, which was of most interest to me. I have been particularly interested in the field of Behavioral Economics, which studies decisions being made in real-world situations that might not line up with the expectations set forth by the traditional Economic view.
On International Business: I.B. is a concurrent major that must be taken in combination with another business major. This allows you to get two degrees with just a few extra courses.
Can talk and walk backwards: I have been a Lion Ambassador since the fall semester of my first year. In that time, I have served as historian and treasurer. I got to call Midnight Bingo twice, and I have given countless tours around the campus. I am very good at walking backward around campus.
Virtual tour leads to research work: After spearheading a virtual tour of Behrend, I got involved with the college’s Virtual Augmented Reality (VAR) Lab, which is directed by Dr. Chris Shelton, assistant professor of clinical psychology. I’ve been working as a student researcher and project manager in the VAR Lab for the past year and a half.
Hike the gorge with Marcus: One of the projects I’m most proud of is a virtual hike through Wintergreen Gorge. I had the chance to work with all types of unique hardware and software while working on it, and my “office” was the great outdoors for several weeks in early summer. I even presented it at a Penn State Alumni Association WE ARE Weekend virtual event. I’m currently working on a four-seasons tour of Wintergreen Gorge.
He’s an idea guy who can take the lead: I really enjoy brainstorming. I love to think of visual improvements that I would like to see in the world and look at them from many different angles, then loop in a lot of different individuals to ensure a well-rounded solution. That is why I decided to pursue a graduate degree in project management. I’ve learned that the most fulfilling work for me is moving a project along, pushing it as far as I can before passing it on to those who come after me.
Thrill seeker: I have been skydiving and white-water rafting. (Watch us on the water in 360 here.) Also, the first time I ever went tent camping, it was along a 10-mile section of the Appalachian Trail in the mountains between Tennessee and North Carolina…in January…with a couple of friends as inexperienced as I was. I’m proud to say that I planned that trip, and it included a second and third day with an additional 16 miles of hiking (optimistic in hindsight, I know). I maintain that I’d have finished that trip if my friends hadn’t chickened out after one night in 26 degrees. We high-tailed it out of there that morning and caught a shuttle back to the car.
His definition of the good life: Surrounded by nature with the self-sufficient infrastructure around me that is necessary for comfortable off-the-grid living. Alaska, here I come!
What he’s passionate about: My involvement in the VAR Lab at Behrend. I believe in our collective vision, and I believe that we provide value and fill a gap in the emerging immersive technologies space.
Advice for first-year students: Whenever I see this question asked of a senior or alumni, they say “get involved.” All can say is that I’ve been fairly involved since day one here, and I still feel like I ran out of time. So, yes, get involved, the sooner the better. And don’t be afraid to try something completely out of your wheelhouse. If I hadn’t, I might never have gotten involved in immersive experiences or mixed/extended reality (XR).
Marcus is not quite done at Penn State. After his graduation in May, he will pursue a Master of Project Management degree, which is administered by Penn State Behrend through World Campus.
|
||||
correct_foundationPlace_00077
|
FactBench
|
3
| 26
|
https://www.davincimeetingrooms.com/pennsylvania/canonsburg-meeting-rooms/4266
|
en
|
Reserve a Meeting Room at 2400 Ansys Drive in Canonsburg
|
[
"https://www.davincimeetingrooms.com/Content/Assets/SiteHeaderWidget/icon-profile@3x.svg",
"https://www.davincimeetingrooms.com/Content/Assets/SiteHeaderWidget/icon-cart@3x.svg",
"https://www.davincimeetingrooms.com/Content/Assets/SiteHeaderWidget/icon-menu.svg",
"https://www.davincimeetingrooms.com/Content/Assets/SiteHeaderWidget/icon-profile@3x.svg",
"https://www.davincimeetingrooms.com/Content/Assets/NavigationOverlayWidget/icon-cart@3x.svg",
"https://www.davincimeetingrooms.com/Content/Assets/NavigationOverlayWidget/icon-facebook@3x.svg",
"https://www.davincimeetingrooms.com/Content/Assets/NavigationOverlayWidget/icon-twitter@3x.svg",
"https://www.davincimeetingrooms.com/Content/Assets/NavigationOverlayWidget/icon-linkedin@3x.svg",
"https://www.davincimeetingrooms.com/Content/Assets/NavigationOverlayWidget/icon-youtube@3x.svg",
"https://www.davincimeetingrooms.com/Content/Assets/NavigationOverlayWidget/icon-blog@3x.svg",
"https://assets.regus.com/images/3056/businesscentre/1_454x340.jpg",
"https://davincilive.blob.core.windows.net/dmr-widget-images/default-iwg-co-working-meeting-room-picture.jpg",
"https://assets.regus.com/images/3056/dayoffice/4_454x340.jpg",
"https://assets.regus.com/images/3056/meetingroom/3_454x340.jpg",
"https://assets.regus.com/images/3056/meetingroom/3_454x340.jpg",
"https://www.davincimeetingrooms.com/Content/Assets/SiteFooterWidget/logo-bbb@2x.png",
"https://www.davincimeetingrooms.com/Content/Assets/SiteFooterWidget/logo-gwa@2x.png",
"https://www.davincimeetingrooms.com/Content/Assets/SiteFooterMapWidget/footer-map.jpg",
"https://googleads.g.doubleclick.net/pagead/viewthroughconversion/1038069620/?value=0&guid=ON&script=0",
"https://www.davincimeetingrooms.com/Content/Assets/InstantGroupFooterWidget/Icons/flexible-space-association-logo.png",
"https://www.davincimeetingrooms.com/Content/Assets/InstantGroupFooterWidget/Icons/award1.png"
] |
[] |
[] |
[
""
] | null |
[] | null |
Looking for meeting space at 2400 Ansys Drive in Canonsburg? Davinci has you covered.
|
https://www.davincimeetingrooms.com/pennsylvania/canonsburg-meeting-rooms/4266
|
Meeting Room at Pennsylvania, Canonsburg - Southpointe
There is no better time than now to showcase your grand ideas, land the big deal, and move the needle forward. And you can do all that with the help of Davinci Meeting Rooms. With meeting spaces at Pennsylvania, Canonsburg - Southpointe, you have a foundation for making your business grow. And because you’re not tied to a long-term lease you don’t want or need, you can stay nimble for all the good to come.
Flexibility with a Davinci Meeting Room
There are few things that can compete with face-to-face meetings. Being able to shake someone’s hand, watch them in person during a presentation, and lean over to ask someone a question can make all the difference in the world. That’s where Davinci’s Canonsburg meeting rooms come in.
Use our Pennsylvania, Canonsburg - Southpointe meeting space to conduct business on your own terms. It doesn’t matter if you need to host a crowd or just want to have your own workspace away from home; Davinci is here to make business easier. Use a conference room to pitch your latest campaign ideas. Rent a meeting room to bring in remote workers for a seminar. Reserve a suite for in-person presentations. Whether you already live in Canonsburg and are looking for a great location closer to the heart of the city, or are traveling to town for a conference, Pennsylvania, Canonsburg - Southpointe is here to fit all your needs.
Why a Davinci Meeting Room in Canonsburg?
Reputation is key in business. Who you are and what you stand for is the core of any successful company. Davinci knows this all too well. We’ve been the leader in our industry for years and pride ourselves on the quality of our services and excellent customer care. Our locations are professional, impressive, and offer an array of amenities you won’t find anywhere else.
From catering to LCD projectors, and from audio-visual equipment to in-person greeters, we know that the details matter. From the time you walk in to the moment you sign the biggest deal of your company’s history, we’ll be there to help root you on.
Parking rates are subject to change at any time without notification.
|
|||||||
correct_foundationPlace_00077
|
FactBench
|
3
| 71
|
https://www.science.gov/topicpages/e/element%2Bpackage%2Bansys
|
en
|
element package ansys: Topics by Science.gov
|
[
"https://www.science.gov/scigov/desktop/en/images/SciGov_logo.png"
] |
[] |
[] |
[
""
] | null |
[] | null |
en
| null |
Finite element meshing of ANSYS (trademark) solid models
NASA Technical Reports Server (NTRS)
Kelley, F. S.
1987-01-01
A large scale, general purpose finite element computer program, ANSYS, developed and marketed by Swanson Analysis Systems, Inc. is discussed. ANSYS was perhaps the first commercially available program to offer truly interactive finite element model generation. ANSYS's purpose is for solid modeling. This application is briefly discussed and illustrated.
ANSYS duplicate finite-element checker routine
NASA Technical Reports Server (NTRS)
Ortega, R.
1995-01-01
An ANSYS finite-element code routine to check for duplicated elements within the volume of a three-dimensional (3D) finite-element mesh was developed. The routine developed is used for checking floating elements within a mesh, identically duplicated elements, and intersecting elements with a common face. A space shuttle main engine alternate turbopump development high pressure oxidizer turbopump finite-element model check using the developed subroutine is discussed. Finally, recommendations are provided for duplicate element checking of 3D finite-element models.
VALIDATION OF ANSYS FINITE ELEMENT ANALYSIS SOFTWARE
DOE Office of Scientific and Technical Information (OSTI.GOV)
HAMM, E.R.
2003-06-27
This document provides a record of the verification and Validation of the ANSYS Version 7.0 software that is installed on selected CH2M HILL computers. The issues addressed include: Software verification, installation, validation, configuration management and error reporting. The ANSYS{reg_sign} computer program is a large scale multi-purpose finite element program which may be used for solving several classes of engineering analysis. The analysis capabilities of ANSYS Full Mechanical Version 7.0 installed on selected CH2M Hill Hanford Group (CH2M HILL) Intel processor based computers include the ability to solve static and dynamic structural analyses, steady-state and transient heat transfer problems, mode-frequency andmore » buckling eigenvalue problems, static or time-varying magnetic analyses and various types of field and coupled-field applications. The program contains many special features which allow nonlinearities or secondary effects to be included in the solution, such as plasticity, large strain, hyperelasticity, creep, swelling, large deflections, contact, stress stiffening, temperature dependency, material anisotropy, and thermal radiation. The ANSYS program has been in commercial use since 1970, and has been used extensively in the aerospace, automotive, construction, electronic, energy services, manufacturing, nuclear, plastics, oil and steel industries.« less
[Finite Element Analysis of Intravascular Stent Based on ANSYS Software].
PubMed
Shi, Gengqiang; Song, Xiaobing
2015-10-01
This paper adopted UG8.0 to bulid the stent and blood vessel models. The models were then imported into the finite element analysis software ANSYS. The simulation results of ANSYS software showed that after endothelial stent implantation, the velocity of the blood was slow and the fluctuation of velocity was small, which meant the flow was relatively stable. When blood flowed through the endothelial stent, the pressure gradually became smaller, and the range of the pressure was not wide. The endothelial shear stress basically unchanged. In general, it can be concluded that the endothelial stents have little impact on the flow of blood and can fully realize its function.
Numerical modeling of continuous flow microwave heating: a critical comparison of COMSOL and ANSYS.
PubMed
Salvi, D; Boldor, Dorin; Ortego, J; Aita, G M; Sabliov, C M
2010-01-01
Numerical models were developed to simulate temperature profiles in Newtonian fluids during continuous flow microwave heating by one way coupling electromagnetism, fluid flow, and heat transport in ANSYS 8.0 and COMSOL Multiphysics v3.4. Comparison of the results from the COMSOL model with the results from a pre-developed and validated ANSYS model ensured accuracy of the COMSOL model. Prediction of power Loss by both models was in close agreement (5-13% variation) and the predicted temperature profiles were similar. COMSOL provided a flexible model setup whereas ANSYS required coupling incompatible elements to transfer load between electromagnetic, fluid flow, and heat transport modules. Overall, both software packages provided the ability to solve multiphysics phenomena accurately.
A finite-element study of a piezoelectric/poroelastic sound package concept
NASA Astrophysics Data System (ADS)
Batifol, C.; Zielinski, T. G.; Ichchou, M. N.; Galland, M.-A.
2007-02-01
This paper presents a complete finite-element description of a hybrid passive/active sound package concept for acoustic insulation. The sandwich created includes a poroelastic core and piezoelectric patches to ensure high panel performance over the medium/high and low frequencies, respectively. All layers are modelled thanks to a Comsol environmentComsol is the new name of the finite element software previously called Femlab.. The piezoelectric/elastic and poroelastic/elastic coupling are fully considered. The study highlights the reliability of the model by comparing results with those obtained from the Ansys finite-element software and with analytical developments. The chosen shape functions and mesh convergence rate for each layer are discussed in terms of dynamic behaviour. Several layer configurations are then tested, with the aim of designing the panel and its hybrid functionality in an optimal manner. The differences in frequency responses are discussed from a physical perspective. Lastly, an initial experimental test shows the concept to be promising.
Definition of Availability Index of Deformed Building Constructions Using the Finite - Element Analysis Package
NASA Astrophysics Data System (ADS)
Shutova, M. N.; Skibin, G. M.; Evtushenko, S. I.
2017-11-01
The paper is devoted to the problem of definition of availability index of deforming building construction in atypical cases. The authors revealed a real applicability of the finite-elements analyses package, such as ANSYS, for engineering testing calculations of building constructions and determination of the sites of increased stresses. It was determined that stresses increased up to 7.75 times in the sites with mechanical defects (for steel crane girder); also, the authors revealed the convergence of the calculation results between the finite element method and a usual decision using the strength of materials (in the limits 2-14% for steel truss frame). The equivalent stresses donât exceed the maximum permissible tension for this type of steel. The building constructions have a limited availability index.
A Novel Arterial Constitutive Model in a Commercial Finite Element Package: Application to Balloon Angioplasty
PubMed Central
Zhao, Xuefeng; Liu, Yi; Zhang, Wei; Wang, Cong; Kassab, Ghassan S.
2011-01-01
Recently, a novel linearized constitutive model with a new strain measure that absorbs the material nonlinearity was validated for arteries. In this study, the linearized arterial stress-strain relationship is implemented into a finite element method package ANSYS, via the user subroutine USERMAT. The reference configuration is chosen to be the closed cylindrical tube (no-load state) rather than the open sector (zero-stress state). The residual strain is taken into account by analytic calculation and the incompressibility condition is enforced with Lagrange penalty method. Axisymmetric finite element analyses are conducted to demonstrate potential applications of this approach in a complex boundary value problem where angioplasty balloon interacts with the vessel wall. The model predictions of transmural circumferential and compressive radial stress distributions were also validated against an exponential-type Fung model, and the mean error was found to be within 6%. PMID:21689665
Finite element analysis of container ship's cargo hold using ANSYS and POSEIDON software
NASA Astrophysics Data System (ADS)
Tanny, Tania Tamiz; Akter, Naznin; Amin, Osman Md.
2017-12-01
Nowadays ship structural analysis has become an integral part of the preliminary ship design providing further support for the development and detail design of ship structures. Structural analyses of container ship's cargo holds are carried out for the balancing of their safety and capacity, as those ships are exposed to the high risk of structural damage during voyage. Two different design methodologies have been considered for the structural analysis of a container ship's cargo hold. One is rule-based methodology and the other is a more conventional software based analyses. The rule based analysis is done by DNV-GL's software POSEIDON and the conventional package based analysis is done by ANSYS structural module. Both methods have been applied to analyze some of the mechanical properties of the model such as total deformation, stress-strain distribution, Von Mises stress, Fatigue etc., following different design bases and approaches, to indicate some guidance's for further improvements in ship structural design.
3-D Analysis of Flanged Joints Through Various Preload Methods Using ANSYS
NASA Astrophysics Data System (ADS)
Murugan, Jeyaraj Paul; Kurian, Thomas; Jayaprakash, Janardhan; Sreedharapanickar, Somanath
2015-10-01
Flanged joints are being employed in aerospace solid rocket motor hardware for the integration of various systems or subsystems. Hence, the design of flanged joints is very important in ensuring the integrity of motor while functioning. As these joints are subjected to higher loads due to internal pressure acting inside the motor chamber, an appropriate preload is required to be applied in this joint before subjecting it to the external load. Preload, also known as clamp load, is applied on the fastener and helps to hold the mating flanges together. Generally preload is simulated as a thermal load and the exact preload is obtained through number of iterations. Infact, more iterations are required when considering the material nonlinearity of the bolt. This way of simulation will take more computational time for generating the required preload. Now a days most commercial software packages use pretension elements for simulating the preload. This element does not require iterations for inducing the preload and it can be solved with single iteration. This approach takes less computational time and thus one can study the characteristics of the joint easily by varying the preload. When the structure contains more number of joints with different sizes of fasteners, pretension elements can be used compared to thermal load approach for simulating each size of fastener. This paper covers the details of analyses carried out simulating the preload through various options viz., preload through thermal, initial state command and pretension element etc. using ANSYS finite element package.
Analysis of composite plates by using mechanics of structure genome and comparison with ANSYS
NASA Astrophysics Data System (ADS)
Zhao, Banghua
Motivated by a recently discovered concept, Structure Genome (SG) which is defined as the smallest mathematical building block of a structure, a new approach named Mechanics of Structure Genome (MSG) to model and analyze composite plates is introduced. MSG is implemented in a general-purpose code named SwiftComp(TM), which provides the constitutive models needed in structural analysis by homogenization and pointwise local fields by dehomogenization. To improve the user friendliness of SwiftComp(TM), a simple graphic user interface (GUI) based on ANSYS Mechanical APDL platform, called ANSYS-SwiftComp GUI is developed, which provides a convenient way to create some common SG models or arbitrary customized SG models in ANSYS and invoke SwiftComp(TM) to perform homogenization and dehomogenization. The global structural analysis can also be handled in ANSYS after homogenization, which could predict the global behavior and provide needed inputs for dehomogenization. To demonstrate the accuracy and efficiency of the MSG approach, several numerical cases are studied and compared using both MSG and ANSYS. In the ANSYS approach, 3D solid element models (ANSYS 3D approach) are used as reference models and the 2D shell element models created by ANSYS Composite PrepPost (ACP approach) are compared with the MSG approach. The results of the MSG approach agree well with the ANSYS 3D approach while being as efficient as the ACP approach. Therefore, the MSG approach provides an efficient and accurate new way to model composite plates.
Materials in Manufacturing and Packaging Systems as Sources of Elemental Impurities in Packaged Drug Products: A Literature Review.
PubMed
Jenke, Dennis R; Stults, Cheryl L M; Paskiet, Diane M; Ball, Douglas J; Nagao, Lee M
Elemental impurities in drug products can arise from a number of different sources and via a number of different means, including the active pharmaceutical ingredient, excipients, the vehicle, and leaching of elemental entities that are present in the drug product's manufacturing or packaging systems. Thus, knowledge about the presence, level, and likelihood of leaching of elemental entities in manufacturing and packaging systems is relevant to understanding how these systems contribute to a drug product's total elemental impurity burden. To that end, a joint team from the Extractables and Leachables Safety Information Exchange (ELSIE) Consortium and the International Pharmaceutical Aerosol Consortium on Regulation and Science (IPAC-RS) has conducted a review of the available literature on elemental entities in pharmaceutically relevant polymers and the presence of these elemental entities in material extracts and/or drug products. This review article contains the information compiled from the available body of literature and considers two questions: (1) What elemental entities are present in the relevant polymers and materials and at what levels are they present? (2) To what extent are these elemental entities leached from these materials under conditions relevant to the manufacturing and storage/distribution of solution drug products? Conclusions drawn from the compiled data are as follows: (1) Elemental entities are present in the materials used to construct packaging and manufacturing systems as these materials either contain these elemental entities as additives or are exposed to elemental entities during their production. (2) Unless the elemental entities are parts of the materials themselves (for example, SiO 2 in glass) or intentionally added to the materials (for example, metal stearates in polymers), their incidental amounts in the materials are generally low. (3) When elemental entities are present in materials and systems, generally only a very small
Ceramic material life prediction: A program to translate ANSYS results to CARES/LIFE reliability analysis
NASA Technical Reports Server (NTRS)
Vonhermann, Pieter; Pintz, Adam
1994-01-01
This manual describes the use of the ANSCARES program to prepare a neutral file of FEM stress results taken from ANSYS Release 5.0, in the format needed by CARES/LIFE ceramics reliability program. It is intended for use by experienced users of ANSYS and CARES. Knowledge of compiling and linking FORTRAN programs is also required. Maximum use is made of existing routines (from other CARES interface programs and ANSYS routines) to extract the finite element results and prepare the neutral file for input to the reliability analysis. FORTRAN and machine language routines as described are used to read the ANSYS results file. Sub-element stresses are computed and written to a neutral file using FORTRAN subroutines which are nearly identical to those used in the NASCARES (MSC/NASTRAN to CARES) interface.
Influence of different materials on the thermal behavior of a CDIP-8 ceramic package
NASA Astrophysics Data System (ADS)
Weide, Kirsten; Keck, Christian
1999-08-01
The temperature distribution inside a package is determined by the heat transfer from the package to the ambient, depending on the heat conductivities of the different used materials. With the help of finite element simulations the thermal behavior of the package can be characterized. In precise simulations convection and radiation effects have to be taken into account. In this paper the influence of different materials like the ceramic, the pin and die attach material and adhesive material between the chip and the die attach on the thermal resistance of the ceramic package will be investigated. A finite element model of the ceramic package including a voltage regulator on the chip was created. The simulations were carried out with the finite element program ANSYS. An easy way to take the radiation effect into account, which normally is difficult to handle in the simulation, will be shown. The results of the simulations are verified by infrared measurements. A comparison of the thermal resistance between the best case and worst case for different package materials was done. The thermal conductivity of the ceramic material shows the strongest influence on the thermal resistance.
cis-Acting elements important for retroviral RNA packaging specificity.
PubMed
Beasley, Benjamin E; Hu, Wei-Shau
2002-05-01
Spleen necrosis virus (SNV) proteins can package RNA from distantly related murine leukemia virus (MLV), whereas MLV proteins cannot package SNV RNA efficiently. We used this nonreciprocal recognition to investigate regions of packaging signals that influence viral RNA encapsidation specificity. Although the MLV and SNV packaging signals (Psi and E, respectively) do not contain significant sequence homology, they both contain a pair of hairpins. This hairpin pair was previously proposed to be the core element in MLV Psi. In the present study, MLV-based vectors were generated to contain chimeric SNV/MLV packaging signals in which the hairpins were replaced with the heterologous counterpart. The interactions between these chimeras and MLV or SNV proteins were examined by virus replication and RNA analyses. SNV proteins recognized all of the chimeras, indicating that these chimeras were functional. We found that replacing the hairpin pair did not drastically alter the ability of MLV proteins to package these chimeras. These results indicate that, despite the important role of the hairpin pair in RNA packaging, it is not the major motif responsible for the ability of MLV proteins to discriminate between the MLV and SNV packaging signals. To determine the role of sequences flanking the hairpins in RNA packaging specificity, vectors with swapped flanking regions were generated and evaluated. SNV proteins packaged all of these chimeras efficiently. In contrast, MLV proteins strongly favored chimeras with the MLV 5'-flanking regions. These data indicated that MLV Gag recognizes multiple elements in the viral packaging signal, including the hairpin structure and flanking regions.
ANSYS UIDL-Based CAE Development of Axial Support System for Optical Mirror
NASA Astrophysics Data System (ADS)
Yang, De-Hua; Shao, Liang
2008-09-01
The Whiffle-tree type axial support mechanism is widely adopted by most relatively large optical mirrors. Based on the secondary developing tools offered by the commonly used Finite Element Anylysis (FEA) software ANSYS, ANSYS Parametric Design Language (APDL) is used for creating the mirror FEA model driven by parameters, and ANSYS User Interface Design Language (UIDL) for generating custom menu of interactive manner, whereby, the relatively independent dedicated Computer Aided Engineering (CAE) module is embedded in ANSYS for calculation and optimization of axial Whiffle-tree support of optical mirrors. An example is also described to illustrate the intuitive and effective usage of the dedicated module by boosting work efficiency and releasing related engineering knowledge of user. The philosophy of secondary-developed special module with commonly used software also suggests itself for product development in other industries.
Sandia/Stanford Unified Creep Plasticity Damage Model for ANSYS
DOE Office of Scientific and Technical Information (OSTI.GOV)
Pierce, David M.; Vianco, Paul T.; Fossum, Arlo F.
2006-09-03
A unified creep plasticity (UCP) model was developed, based upon the time-dependent and time-independent deformation properties of the 95.5Sn-3.9Ag-0.6Cu (wt.%) soldier that were measured at Sandia. Then, a damage parameter, D, was added to the equation to develop the unified creep plasticity damage (UCPD) model. The parameter, D, was parameterized, using data obtained at Sandia from isothermal fatigue experiments on a double-lap shear test. The softwae was validated against a BGA solder joint exposed to thermal cycling. The UCPD model was put into the ANSYS finite element as a subroutine. So, the softwae is the subroutine for ANSYS 8.1.
ANSYS Modeling of Hydrostatic Stress Effects
NASA Technical Reports Server (NTRS)
Allen, Phillip A.
1999-01-01
Classical metal plasticity theory assumes that hydrostatic pressure has no effect on the yield and postyield behavior of metals. Plasticity textbooks, from the earliest to the most modem, infer that there is no hydrostatic effect on the yielding of metals, and even modem finite element programs direct the user to assume the same. The object of this study is to use the von Mises and Drucker-Prager failure theory constitutive models in the finite element program ANSYS to see how well they model conditions of varying hydrostatic pressure. Data is presented for notched round bar (NRB) and "L" shaped tensile specimens. Similar results from finite element models in ABAQUS are shown for comparison. It is shown that when dealing with geometries having a high hydrostatic stress influence, constitutive models that have a functional dependence on hydrostatic stress are more accurate in predicting material behavior than those that are independent of hydrostatic stress.
USSAERO version D computer program development using ANSI standard FORTRAN 77 and DI-3000 graphics
NASA Technical Reports Server (NTRS)
Wiese, M. R.
1986-01-01
The D version of the Unified Subsonic Supersonic Aerodynamic Analysis (USSAERO) program is the result of numerous modifications and enhancements to the B01 version. These changes include conversion to ANSI standard FORTRAN 77; use of the DI-3000 graphics package; removal of the overlay structure; a revised input format; the addition of an input data analysis routine; and increasing the number of aeronautical components allowed.
Modeling startup and shutdown transient of the microlinear piezo drive via ANSYS
NASA Astrophysics Data System (ADS)
Azin, A. V.; Bogdanov, E. P.; Rikkonen, S. V.; Ponomarev, S. V.; Khramtsov, A. M.
2017-02-01
The article describes the construction-design of the micro linear piezo drive intended for a peripheral cord tensioner in the reflecting surface shape regulator system for large-sized transformable spacecraft antenna reflectors. The research target -the development method of modeling startup and shutdown transient of the micro linear piezo drive. This method is based on application software package ANSYS. The method embraces a detailed description of the calculation stages to determine the operating characteristics of the designed piezo drive. Based on the numerical solutions, the time characteristics of the designed piezo drive are determined.
Determining Permissible Oxygen and Water Vapor Transmission Rate for Non-Retort Military Ration Packaging
DTIC Science & Technology
2011-11-01
OXYGEN AND WATER VAPOR TRANSMISSION RATE FOR NON- RETORT MILITARY RATION PACKAGING by Danielle Froio Alan Wright Nicole Favreau and Sarah...ANSI Std. Z39.18 RETORT STORAGE SHELF LIFE RETORT POUCHES SENSORY ANALYSIS OXYGEN CRACKERS PACKAGING SENSORY... Packaging for MRE. (a) MRE Retort Pouch Quad-Laminate Structure; (b) MRE Non- retort Pouch Tri-Laminate Structure
Structural Analysis of Kufasat Using Ansys Program
NASA Astrophysics Data System (ADS)
Al-Maliky, Firas T.; AlBermani, Mohamed J.
2018-03-01
The current work focuses on vibration and modal analysis of KufaSat structure using ANSYS 16 program. Three types of Aluminum alloys (5052-H32, 6061-T6 and 7075-T6) were selected for investigation of the structure under design loads. Finite element analysis (FEA) in design static load of 51 g was performed. The natural frequencies for five modes were estimated using modal analysis. In order to ensure that KufaSat could withstand with various conditions during launch, the Margin of safety was calculated. The results of deformation and Von Mises stress for linear buckling analysis were also performed. The comparison of data was done to select the optimum material for KufaSat structures.
Prompt gamma neutron activation analysis of toxic elements in radioactive waste packages.
PubMed
Ma, J-L; Carasco, C; Perot, B; Mauerhofer, E; Kettler, J; Havenith, A
2012-07-01
The French Alternative Energies and Atomic Energy Commission (CEA) and National Radioactive Waste Management Agency (ANDRA) are conducting an R&D program to improve the characterization of long-lived and medium activity (LL-MA) radioactive waste packages. In particular, the amount of toxic elements present in radioactive waste packages must be assessed before they can be accepted in repository facilities in order to avoid pollution of underground water reserves. To this aim, the Nuclear Measurement Laboratory of CEA-Cadarache has started to study the performances of Prompt Gamma Neutron Activation Analysis (PGNAA) for elements showing large capture cross sections such as mercury, cadmium, boron, and chromium. This paper reports a comparison between Monte Carlo calculations performed with the MCNPX computer code using the ENDF/B-VII.0 library and experimental gamma rays measured in the REGAIN PGNAA cell with small samples of nickel, lead, cadmium, arsenic, antimony, chromium, magnesium, zinc, boron, and lithium to verify the validity of a numerical model and gamma-ray production data. The measurement of a â¼20kg test sample of concrete containing toxic elements has also been performed, in collaboration with Forschungszentrum Jülich, to validate the model in view of future performance studies for dense and large LL-MA waste packages. Copyright © 2012 Elsevier Ltd. All rights reserved.
Static analysis of the hull plate using the finite element method
NASA Astrophysics Data System (ADS)
Ion, A.
2015-11-01
This paper aims at presenting the static analysis for two levels of a container ship's construction as follows: the first level is at the girder / hull plate and the second level is conducted at the entire strength hull of the vessel. This article will describe the work for the static analysis of a hull plate. We shall use the software package ANSYS Mechanical 14.5. The program is run on a computer with four Intel Xeon X5260 CPU processors at 3.33 GHz, 32 GB memory installed. In terms of software, the shared memory parallel version of ANSYS refers to running ANSYS across multiple cores on a SMP system. The distributed memory parallel version of ANSYS (Distributed ANSYS) refers to running ANSYS across multiple processors on SMP systems or DMP systems.
New ANSI standard for thyroid phantom
DOE PAGES
Mallett, Michael W.; Bolch, Wesley E.; Fulmer, Philip C.; ...
2015-08-01
Here, a new ANSI standard titled âThyroid Phantom Used in Occupational Monitoringâ (Health Physics Society 2014) has been published. The standard establishes the criteria for acceptable design, fabrication, or modeling of a phantom suitable for calibrating in vivo monitoring systems to measure photon-emitting radionuclides deposited in the thyroid. The current thyroid phantom standard was drafted in 1973 (ANSI N44.3-1973), last reviewed in 1984, and a revision of the standard to cover a more modern approach was deemed warranted.
Development and testing of a numerical simulation method for thermally nonequilibrium dissociating flows in ANSYS Fluent
NASA Astrophysics Data System (ADS)
Shoev, G. V.; Bondar, Ye. A.; Oblapenko, G. P.; Kustova, E. V.
2016-03-01
Various issues of numerical simulation of supersonic gas flows with allowance for thermochemical nonequilibrium on the basis of fluid dynamic equations in the two-temperature approximation are discussed. The computational tool for modeling flows with thermochemical nonequilibrium is the commercial software package ANSYS Fluent with an additional userdefined open-code module. A comparative analysis of results obtained by various models of vibration-dissociation coupling in binary gas mixtures of nitrogen and oxygen is performed. Results of numerical simulations are compared with available experimental data.
Analysis of Vibrational Harmonic Response for Printing Double-Sheet Detecting System via ANSYS
NASA Astrophysics Data System (ADS)
Guo, Qiang; Cai, Ji-Fei; Wang, Yan; Zhang, Yang
In order to explore the influence of the harmonic response of system vibration upon the stability of the double-sheet detector system, the mathematical model of vibrational system is established via the mechanical dynamic theory. Vibrational system of double-sheet detector is studied by theoretical modeling, and the dynamic simulation to obtain the amplitude/phase frequency response curve of the system based on ANSYS is completed to make a comparison with the theoretical results. It is shown that the theoretical value is basically consistent with that calculated through ANSYS. Conclusion vibrational characteristics of double-sheet detection system is obtained quickly and accurately, and propound solving measures by some crucial factors, such as the harmonic load, mass and stiffness, which will affect the vibration of the system, contribute to the finite element method is applied to the complex multiple-degree-of-freedom system.
ANSYS simulation of the capacitance coupling of quartz tuning fork gyroscope
NASA Astrophysics Data System (ADS)
Zhang, Qing; Feng, Lihui; Zhao, Ke; Cui, Fang; Sun, Yu-nan
2013-12-01
Coupling error is one of the main error sources of the quartz tuning fork gyroscope. The mechanism of capacitance coupling error is analyzed in this article. Finite Element Method (FEM) is used to simulate the structure of the quartz tuning fork by ANSYS software. The voltage output induced by the capacitance coupling is simulated with the harmonic analysis and characteristics of electrical and mechanical parameters influenced by the capacitance coupling between drive electrodes and sense electrodes are discussed with the transient analysis.
ANSYS-Based Simulation and Optimization on Temperature Field of Amorphous Ingot Made by Water Quenching
NASA Astrophysics Data System (ADS)
Zhao, W.; Sun, Z.; Tang, Z.; Liaw, P. K.; Li, J.; Liu, R. P.; Li, Gong
2014-05-01
2D finite element analysis was conducted on the temperature field to create an amorphous ingot by vacuum water quenching. An optimized analysis document was then written by ANSYS parametric design language, and the optimal design modules of ANSYS were used to study the inside diameter and wall thickness of the quartz tube, as well as the water temperature. The microstructure and the phase structure of the amorphous ingot were evaluated by scanning electron microscopy and X-ray diffraction, respectively. Results show that during the cooling process, the thinner wall thickness, smaller diameter of the ingot, or lower temperature of the water environment can result in higher cooling rate at a given temperature. Besides, the gap between the different cooling rates induced by wall thickness or diameter of the ingot narrows down as the temperature decreases, and the gap between the different cooling rates induced by temperature of the water environment remains constant. The process parameters in creating an amorphous ingot, which is optimized by the finite element analysis on the temperature field, are reliable.
Aerodynamic Analysis of a Canard Missile Configuration using ANSYS-CFX
DTIC Science & Technology
2011-12-01
OF A CANARD MISSILE CONFIGURATION USING ANSYS - CFX by Hong Chuan Wee December 2011 Thesis Advisor: Maximilian Platzer Second Reader...DATES COVERED Masterâs Thesis 4. TITLE AND SUBTITLE Aerodynamic Analysis of a Canard Missile Configuration using ANSYS - CFX 5. FUNDING NUMBERS 6...distribution is unlimited 12b. DISTRIBUTION CODE 13. ABSTRACT (maximum 200 words) This study used the Computational Fluid Dynamics code, ANSYS - CFX to
Analytical investigation of a three-dimensional FRP-retrofitted reinforced concrete structure's behaviour under earthquake load effect in ANSYS program
NASA Astrophysics Data System (ADS)
Altun, F.; Birdal, F.
2012-12-01
In this study, a 1:3 scaled, three-storey, FRP (Fiber Reinforced Polymer) retrofitted reinforced concrete model structure whose behaviour and crack development were identified experimentally in the laboratory was investigated analytically. Determination of structural behaviour under earthquake load is only possible in a laboratory environment with a specific scale, as carrying out structural experiments is difficult due to the evaluation of increased parameter numbers and because it requires an expensive laboratory setup. In an analytical study, structure was modelled using ANSYS Finite Element Package Program (2007), and its behaviour and crack development were revealed. When experimental difficulties are taken into consideration, analytical investigation of structure behaviour is more economic and much faster. At the end of the study, experimental results of structural behaviour and crack development were compared with analytical data. It was concluded that in a model structure retrofitted with FRP, the behaviour and cracking model can be determined without testing by determining the reasons for the points where analytical results are not converged with experimental data. Better understanding of structural behaviour is analytically enabled with the study.
Method to simulate and analyse induced stresses for laser crystal packaging technologies.
PubMed
Ribes-Pleguezuelo, Pol; Zhang, Site; Beckert, Erik; Eberhardt, Ramona; Wyrowski, Frank; Tünnermann, Andreas
2017-03-20
A method to simulate induced stresses for a laser crystal packaging technique and the consequent study of birefringent effects inside the laser cavities has been developed. The method has been implemented by thermo-mechanical simulations implemented with ANSYS 17.0. ANSYS results were later imported in VirtualLab Fusion software where input/output beams in terms of wavelengths and polarization were analysed. The study has been built in the context of a low-stress soldering technique implemented for glass or crystal optics packaging's called the solderjet bumping technique. The outcome of the analysis showed almost no difference between the input and output laser beams for the laser cavity constructed with an yttrium aluminum garnet active laser crystal, a second harmonic generator beta-barium borate, and the output laser mirror made of fused silica assembled by the low-stress solderjet bumping technique.
Application of Benchmark Examples to Assess the Single and Mixed-Mode Static Delamination Propagation Capabilities in ANSYS
NASA Technical Reports Server (NTRS)
Krueger, Ronald
2012-01-01
The application of benchmark examples for the assessment of quasi-static delamination propagation capabilities is demonstrated for ANSYS. The examples are independent of the analysis software used and allow the assessment of the automated delamination propagation in commercial finite element codes based on the virtual crack closure technique (VCCT). The examples selected are based on two-dimensional finite element models of Double Cantilever Beam (DCB), End-Notched Flexure (ENF), Mixed-Mode Bending (MMB) and Single Leg Bending (SLB) specimens. First, the quasi-static benchmark examples were recreated for each specimen using the current implementation of VCCT in ANSYS . Second, the delamination was allowed to propagate under quasi-static loading from its initial location using the automated procedure implemented in the finite element software. Third, the load-displacement relationship from a propagation analysis and the benchmark results were compared, and good agreement could be achieved by selecting the appropriate input parameters. The benchmarking procedure proved valuable by highlighting the issues associated with choosing the input parameters of the particular implementation. Overall the results are encouraging, but further assessment for three-dimensional solid models is required.
Structural Performanceâs Optimally Analysing and Implementing Based on ANSYS Technology
NASA Astrophysics Data System (ADS)
Han, Na; Wang, Xuquan; Yue, Haifang; Sun, Jiandong; Wu, Yongchun
2017-06-01
Computer-aided Engineering (CAE) is a hotspot both in academic field and in modern engineering practice. Analysis System(ANSYS) simulation software for its excellent performance become outstanding one in CAE family, it is committed to the innovation of engineering simulation to help users to shorten the design process, improve product innovation and performance. Aimed to explore a structural performanceâs optimally analyzing model for engineering enterprises, this paper introduced CAE and its development, analyzed the necessity for structural optimal analysis as well as the framework of structural optimal analysis on ANSYS Technology, used ANSYS to implement a reinforced concrete slab structural performanceâs optimal analysis, which was display the chart of displacement vector and the chart of stress intensity. Finally, this paper compared ANSYS software simulation results with the measured results,expounded that ANSYS is indispensable engineering calculation tools.
Numerical modeling on carbon fiber composite material in Gaussian beam laser based on ANSYS
NASA Astrophysics Data System (ADS)
Luo, Ji-jun; Hou, Su-xia; Xu, Jun; Yang, Wei-jun; Zhao, Yun-fang
2014-02-01
Based on the heat transfer theory and finite element method, the macroscopic ablation model of Gaussian beam laser irradiated surface is built and the value of temperature field and thermal ablation development is calculated and analyzed rationally by using finite element software of ANSYS. Calculation results show that the ablating form of the materials in different irritation is of diversity. The laser irradiated surface is a camber surface rather than a flat surface, which is on the lowest point and owns the highest power density. Research shows that the higher laser power density absorbed by material surface, the faster the irritation surface regressed.
Validation of High Displacement Piezoelectric Actuator Finite Element Models
NASA Technical Reports Server (NTRS)
Taleghani, B. K.
2000-01-01
The paper presents the results obtained by using NASTRAN(Registered Trademark) and ANSYS(Regitered Trademark) finite element codes to predict doming of the THUNDER piezoelectric actuators during the manufacturing process and subsequent straining due to an applied input voltage. To effectively use such devices in engineering applications, modeling and characterization are essential. Length, width, dome height, and thickness are important parameters for users of such devices. Therefore, finite element models were used to assess the effects of these parameters. NASTRAN(Registered Trademark) and ANSYS(Registered Trademark) used different methods for modeling piezoelectric effects. In NASTRAN(Registered Trademark), a thermal analogy was used to represent voltage at nodes as equivalent temperatures, while ANSYS(Registered Trademark) processed the voltage directly using piezoelectric finite elements. The results of finite element models were validated by using the experimental results.
Temperature Field Simulation of Powder Sintering Process with ANSYS
NASA Astrophysics Data System (ADS)
He, Hongxiu; Wang, Jun; Li, Shuting; Chen, Zhilong; Sun, Jinfeng; You, Ying
2018-03-01
Aiming at the âspheroidization phenomenonâ in the laser sintering of metal powder and other quality problems of the forming parts due to the thermal effect, the finite element model of the three-dimensional transient metal powder was established by using the atomized iron powder as the research object. The simulation of the mobile heat source was realized by means of parametric design. The distribution of the temperature field during the sintering process under different laser power and different spot sizes was simulated by ANSYS software under the condition of fully considering the influence of heat conduction, thermal convection, thermal radiation and thermophysical parameters. The influence of these factors on the actual sintering process was also analyzed, which provides an effective way for forming quality control.
An open source software tool to assign the material properties of bone for ABAQUS finite element simulations.
PubMed
Pegg, Elise C; Gill, Harinderjit S
2016-09-06
A new software tool to assign the material properties of bone to an ABAQUS finite element mesh was created and compared with Bonemat, a similar tool originally designed to work with Ansys finite element models. Our software tool (py_bonemat_abaqus) was written in Python, which is the chosen scripting language for ABAQUS. The purpose of this study was to compare the software packages in terms of the material assignment calculation and processing speed. Three element types were compared (linear hexahedral (C3D8), linear tetrahedral (C3D4) and quadratic tetrahedral elements (C3D10)), both individually and as part of a mesh. Comparisons were made using a CT scan of a hemi-pelvis as a test case. A small difference, of -0.05kPa on average, was found between Bonemat version 3.1 (the current version) and our Python package. Errors were found in the previous release of Bonemat (version 3.0 downloaded from www.biomedtown.org) during calculation of the quadratic tetrahedron Jacobian, and conversion of the apparent density to modulus when integrating over the Young׳s modulus field. These issues caused up to 2GPa error in the modulus assignment. For these reasons, we recommend users upgrade to the most recent release of Bonemat. Processing speeds were assessed for the three different element types. Our Python package took significantly longer (110s on average) to perform the calculations compared with the Bonemat software (10s). Nevertheless, the workflow advantages of the package and added functionality makes 'py_bonemat_abaqus' a useful tool for ABAQUS users. Copyright © 2016 Elsevier Ltd. All rights reserved.
Investigation of the Finite Element Software Packages at KSC
NASA Technical Reports Server (NTRS)
Lu, Chu-Ho
1991-01-01
The useful and powerful features of NASTRAN and three real world problems for the testing of the capabilities of different NASTRAN versions are discussed. The test problems involve direct transient analysis, nonlinear analysis, and static analysis. The experiences in using graphics software packages are also discussed. It was found that MSC/XL can be more useful if it can be improved to generate picture files of the analysis results and to extend its capabilities to support finite element codes other than MSC/NASTRAN. It was found that the current version of SDRC/I-DEAS (version VI) may have bugs in the module 'Data Loader'.
HANFORD DST THERMAL & SEISMIC PROJECT ANSYS BENCHMARK ANALYSIS OF SEISMIC INDUCED FLUID STRUCTURE INTERACTION IN A HANFORD DOUBLE SHELL PRIMARY TANK
DOE Office of Scientific and Technical Information (OSTI.GOV)
MACKEY, T.C.
M&D Professional Services, Inc. (M&D) is under subcontract to Pacific Northwest National Laboratories (PNNL) to perform seismic analysis of the Hanford Site Double-Shell Tanks (DSTs) in support of a project entitled ''Double-Shell Tank (DSV Integrity Project-DST Thermal and Seismic Analyses)''. The overall scope of the project is to complete an up-to-date comprehensive analysis of record of the DST System at Hanford in support of Tri-Party Agreement Milestone M-48-14. The work described herein was performed in support of the seismic analysis of the DSTs. The thermal and operating loads analysis of the DSTs is documented in Rinker et al. (2004). Themore » overall seismic analysis of the DSTs is being performed with the general-purpose finite element code ANSYS. The overall model used for the seismic analysis of the DSTs includes the DST structure, the contained waste, and the surrounding soil. The seismic analysis of the DSTs must address the fluid-structure interaction behavior and sloshing response of the primary tank and contained liquid. ANSYS has demonstrated capabilities for structural analysis, but the capabilities and limitations of ANSYS to perform fluid-structure interaction are less well understood. The purpose of this study is to demonstrate the capabilities and investigate the limitations of ANSYS for performing a fluid-structure interaction analysis of the primary tank and contained waste. To this end, the ANSYS solutions are benchmarked against theoretical solutions appearing in BNL 1995, when such theoretical solutions exist. When theoretical solutions were not available, comparisons were made to theoretical solutions of similar problems and to the results from Dytran simulations. The capabilities and limitations of the finite element code Dytran for performing a fluid-structure interaction analysis of the primary tank and contained waste were explored in a parallel investigation (Abatt 2006). In conjunction with the results of the global ANSYS
Optimally analyzing and implementing of bolt fittings in steel structure based on ANSYS
NASA Astrophysics Data System (ADS)
Han, Na; Song, Shuangyang; Cui, Yan; Wu, Yongchun
2018-03-01
ANSYS simulation software for its excellent performance become outstanding one in Computer-aided Engineering (CAE) family, it is committed to the innovation of engineering simulation to help users to shorten the design process. First, a typical procedure to implement CAE was design. The framework of structural numerical analysis on ANSYS Technology was proposed. Then, A optimally analyzing and implementing of bolt fittings in beam-column join of steel structure was implemented by ANSYS, which was display the cloud chart of XY-shear stress, the cloud chart of YZ-shear stress and the cloud chart of Y component of stress. Finally, ANSYS software simulating results was compared with the measured results by the experiment. The result of ANSYS simulating and analyzing is reliable, efficient and optical. In above process, a structural performance's numerical simulating and analyzing model were explored for engineering enterprises' practice.
On location of piezoelectric element in a smart-structure: numerical investigation and experiment
NASA Astrophysics Data System (ADS)
Oshmarin, D.; Iurlov, M.
2017-06-01
In this paper, based on some example problems it was demonstrated that in examining the possibilities of smart structure applications, the matter of considerable researchersâ concern is the problem of location of piezoelectric elements in the structure to allow effective realization of its smart functions in the framework of the specified strategy of structure control and target purposes (vibration damping, defectoscopy, etc.) The numerical and experimental investigations have shown that for structures with the elements made of piezoelectric materials, it is more convenient to use as a parameter, specifying the best location of the piezoelectric element for damping the vibrations at the prescribed frequency, the coefficient of electromechanical coupling, which is evaluated by the values of eigenfrequencies of the structure in the short-circuit and open-circuit regimes. The values of eigenfrequencies of vibrations are evaluated by solving the problem of natural vibrations of electromechanical systems by the finite element method using the applied ANSYS package. The investigation were conducted for a thin-walled aluminum shell in the form of half-cylinder.
Ceramic ball grid array package stress analysis
NASA Astrophysics Data System (ADS)
Badri, S. H. B. S.; Aziz, M. H. A.; Ong, N. R.; Sauli, Z.; Alcain, J. B.; Retnasamy, V.
2017-09-01
The ball grid array (BGA), a form of chip scale package (CSP), was developed as one of the most advanced surface mount devices, which may be assembled by an ordinary surface ball bumps are used instead of plated nickel and gold (Ni/Au) bumps. Assembly and reliability of the BGA's printed circuit board (PCB), which is soldered by conventional surface mount technology is considered in this study. The Ceramic Ball Grid Array (CBGA) is a rectangular ceramic package or square-shaped that will use the solder ball for external electrical connections instead of leads or wire for connections. The solder balls will be arranged in an array or grid at the bottom of the ceramic package body. In this study, ANSYS software is used to investigate the stress on the package for 2 balls and 4 balls of the CBGA package with the various force range of 1-3 Newton applied to the top of the die, top of the substrate and side of the substrate. The highest maximum stress was analyzed and the maximum equivalent stress was observed on the solder ball and the die. From the simulation result, the CBGA package with less solder balls experience higher stress compared to the package with many solder balls. Therefore, less number of solder ball on the CBGA package results higher stress and critically affect the reliability of the solder balls itself, substrate and die which can lead to the solder crack and also die crack.
Improving finite element results in modeling heart valve mechanics.
PubMed
Earl, Emily; Mohammadi, Hadi
2018-06-01
Finite element analysis is a well-established computational tool which can be used for the analysis of soft tissue mechanics. Due to the structural complexity of the leaflet tissue of the heart valve, the currently available finite element models do not adequately represent the leaflet tissue. A method of addressing this issue is to implement computationally expensive finite element models, characterized by precise constitutive models including high-order and high-density mesh techniques. In this study, we introduce a novel numerical technique that enhances the results obtained from coarse mesh finite element models to provide accuracy comparable to that of fine mesh finite element models while maintaining a relatively low computational cost. Introduced in this study is a method by which the computational expense required to solve linear and nonlinear constitutive models, commonly used in heart valve mechanics simulations, is reduced while continuing to account for large and infinitesimal deformations. This continuum model is developed based on the least square algorithm procedure coupled with the finite difference method adhering to the assumption that the components of the strain tensor are available at all nodes of the finite element mesh model. The suggested numerical technique is easy to implement, practically efficient, and requires less computational time compared to currently available commercial finite element packages such as ANSYS and/or ABAQUS.
Applications of ANSYS/Multiphysics at NASA/Goddard Space Flight Center
NASA Technical Reports Server (NTRS)
Loughlin, Jim
2007-01-01
This viewgraph presentation reviews some of the uses that the ANSYS/Multiphysics system is used for at the NASA Goddard Space Flight Center. Some of the uses of the ANSYS system is used for is MEMS Structural Analysis of Micro-mirror Array for the James Web Space Telescope (JWST), Micro-shutter Array for JWST, MEMS FP Tunable Filter, AstroE2 Micro-calorimeter. Various views of these projects are shown in this presentation.
Building SAWE Capability as an ANSI Accredited Standards Developer
NASA Technical Reports Server (NTRS)
Cerro, Jeffrey A.; Davis, Ed; Peterson, Eric; Griffiths, William T.; Brooks, Andy; Stratton, Bonnie; Attar, Jose
2014-01-01
This paper presents a 2014 status of the Society of Allied Weight Engineers' process towards becoming an Accredited Standards Developer (ASD) under certification by the United States American National Standards Institute (ANSI). Included is material from the committee's 2013 International presentation, current status, and additional general background material. The document strives to serve as a reference point to assist SAWE Recommended Practice and Standards developers in negotiating United States Standards Strategy, international standards strategy, and the association of SAWE standards and recommended practices to those efforts. Required procedures for SAWE to develop and maintain Recommended Practices and ANSI/SAWE Standards are reviewed.
A comparison of FE beam and continuum elements for typical nitinol stent geometries
NASA Astrophysics Data System (ADS)
Ballew, Wesley; Seelecke, Stefan
2009-03-01
With interest in improved efficiency and a more complete description of the SMA material, this paper compares finite element (FE) simulations of typical stent geometries using two different constitutive models and two different element types. Typically, continuum elements are used for the simulation of stents, for example the commercial FE software ANSYS offers a continuum element based on Auricchio's SMA model. Almost every stent geometry, however, is made up of long and slender components and can be modeled more efficiently, in the computational sense, with beam elements. Using the ANSYS user programmable material feature, we implement the free energy based SMA model developed by Mueller and Seelecke into the ANSYS beam element 188. Convergence behavior for both, beam and continuum formulations, is studied in terms of element and layer number, respectively. This is systematically illustrated first for the case of a straight cantilever beam under end loading, and subsequently for a section of a z-bend wire, a typical stent sub-geometry. It is shown that the computation times for the beam element are reduced to only one third of those of the continuum element, while both formulations display a comparable force/displacement response.
ANSI Standard: Complying with Background Noise Limits.
ERIC Educational Resources Information Center
Schaffer, Mark E.
2003-01-01
Discusses the new classroom acoustics standard, ANSI Standard S12.60, which specifies maximum sound level limits that are significantly lower than currently typical for classrooms. Addresses guidelines for unducted HVAC systems, ducted single-zone systems, and central VAV or multizone systems. (EV)
Structural analysis of a ship on global aspect using ANSYS
NASA Astrophysics Data System (ADS)
Rahman, M. Muzibur; Kamol, Rajia Sultana; Islam, Reyana
2017-12-01
Ship is a complex geometry which undergoes a combination of loadings such as hydrostatic, hydrodynamic, wind, wave etc. at sea and thus adequate strength in a ship has always been one of the most challenging tasks for the ship designers. International Maritime Organization (IMO) and classification societies are providing the standards to ensure the adequacy of strength for the ship against all demands throughout its service life. Thus, structural analysis is needed to assess the overall strength of hull, and the means in this regard are based on finite element method which may be applied either local or global aspect of the ship. This paper is an attempt to carry out the structural analysis of a ship in global aspect using ANSYS software to locate the most stress concentration and deformed area, which will have ultimate effect on fatigue fracture.
ARI's Views on ANSI S12.60-2002.
ERIC Educational Resources Information Center
Darbeau, Michele
2003-01-01
States the position of the Air-Conditioning and Refrigeration Institute (ARI) toward ANSI Standard 12.60, which addresses classroom acoustics. Explains why it believes the standard creates an overly stringent requirement. (EV)
ANSYS tools in modeling tires
NASA Technical Reports Server (NTRS)
Ali, Ashraf; Lovell, Michael
1995-01-01
This presentation summarizes the capabilities in the ANSYS program that relate to the computational modeling of tires. The power and the difficulties associated with modeling nearly incompressible rubber-like materials using hyperelastic constitutive relationships are highlighted from a developer's point of view. The topics covered include a hyperelastic material constitutive model for rubber-like materials, a general overview of contact-friction capabilities, and the acoustic fluid-structure interaction problem for noise prediction. Brief theoretical development and example problems are presented for each topic.
Flexible Foam Protection Materials for Constellation Space Suit Element Portable Life Support Subsystem Packaging Study
NASA Technical Reports Server (NTRS)
Tang, Henry H.; Orndoff, Evelyne S.; Thomas, Gretchen A.
2009-01-01
This paper discusses the effort in evaluating and selecting a light weight impact protection material for the Constellation Space Suit Element (CSSE) Portable Life Support Subsystem (PLSS) conceptual packaging study. A light weight material capable of holding and protecting the components inside the PLSS is required to demonstrate the viability of the flexible PLSS packaging concept. The material needs to distribute, dissipate, and absorb the impact energy of the PLSS falling on the lunar surface. It must also be very robust and function in the extreme lunar thermal vacuum environment for up to one hundred Extravehicular Activity (EVA) missions. This paper documents the performance requirements for selecting a foam protection material, and the methodologies for evaluating commercial off-the-shelf (COTS) foam protection materials. It also presents the materials properties test results and impact drop test results of the various foam materials evaluated in the study. The findings from this study suggest that a foam based flexible protection system is a viable solution for PLSS packaging. However, additional works are needed to optimize COTS foam properties or to develop a composite foam system that will meet all the performance requirements for the CSSE PLSS flexible packaging.
A convenient and adaptable package of DNA sequence analysis programs for microcomputers.
PubMed Central
Pustell, J; Kafatos, F C
1982-01-01
We describe a package of DNA data handling and analysis programs designed for microcomputers. The package is convenient for immediate use by persons with little or no computer experience, and has been optimized by trial in our group for a year. By typing a single command, the user enters a system which asks questions or gives instructions in English. The system will enter, alter, and manage sequence files or a restriction enzyme library. It generates the reverse complement, translates, calculates codon usage, finds restriction sites, finds homologies with various degrees of mismatch, and graphs amino acid composition or base frequencies. A number of options for data handling and printing can be used to produce figures for publication. The package will be available in ANSI Standard FORTRAN for use with virtually any FORTRAN compiler. PMID:6278412
Application of ANSYS Workbench and CFX at NASA's John C. Stennis Space Center
NASA Technical Reports Server (NTRS)
Woods, Jody L.
2007-01-01
This viewgraph presentation reviews the overall work of the Stennis Space Center, with particular attention paid to the systems analysis and modeling being done with ANSYS Workbench and CFX. Examples of the analyses done with ANSYS Workbench and CFX and planned analyses are reviewed.
Light emitting diode package element with internal meniscus for bubble free lens placement
DOEpatents
Tarsa, Eric; Yuan, Thomas C.; Becerra, Maryanne; Yadev, Praveen
2010-09-28
A method for fabricating a light emitting diode (LED) package comprising providing an LED chip and covering at least part of the LED chip with a liquid encapsulant having a radius of curvature. An optical element is provided having a bottom surface with at least a portion having a radius of curvature larger than the liquid encapsulant. The larger radius of curvature portion of the optical element is brought into contact with the liquid encapsulant. The optical element is then moved closer to the LED chip, growing the contact area between said optical element and said liquid encapsulant. The liquid encapsulant is then cured. A light emitting diode comprising a substrate with an LED chip mounted to it. A meniscus ring is on the substrate around the LED chip with the meniscus ring having a meniscus holding feature. An inner encapsulant is provided over the LED chip with the inner encapsulant having a contacting surface on the substrate, with the meniscus holding feature which defines the edge of the contacting surface. An optical element is included having a bottom surface with at least a portion that is concave. The optical element is arranged on the substrate with the concave portion over the LED chip. A contacting encapsulant is included between the inner encapsulant and optical element.
Technical Support Document: 50% Energy Savings Design Technology Packages for Highway Lodging Buildings
DOE Office of Scientific and Technical Information (OSTI.GOV)
Jiang, Wei; Gowri, Krishnan; Lane, Michael D.
2009-09-28
This Technical Support Document (TSD) describes the process, methodology and assumptions for development of the 50% Energy Savings Design Technology Packages for Highway Lodging Buildings, a design guidance document intended to provide recommendations for achieving 50% energy savings in highway lodging properties over the energy-efficiency levels contained in ANSI/ASHRAE/IESNA Standard 90.1-2004, Energy Standard for Buildings Except Low-Rise Residential Buildings.
Comparison of lenses' thermal expansion formulation in Zemax versus ANSYS with SigFit post processing
NASA Astrophysics Data System (ADS)
Faria, João.; Alves, J. L.; Nunes-Pereira, Eduardo J.
2017-08-01
The goal of this paper is to study in which extent the use of Zemax is suited for athermalization purposes. The research questions targeted in this paper are: what are the differences in the formulation of materials' thermal expansion between Zemax and Ansys; what is the impact on optical quality between both approaches; quantification of the differences between the two methodologies in terms of back focal length, spot radius and modulation transfer function (MTF). To quantify the differences between both approaches, it is used an objective working between -40°C and 110°C. Initially, only Zemax was used to evaluate the objective. Zemax considers a linear geometric expansion of every optical surface, which is here proved to not be the best approach to find a deformed geometry after a thermal load. The second approach is to create a 3D model and perform a finite element simulation in Ansys software. The input data is the thermal variation and the output is the deformed geometry of the lenses. Using SigFit software, it was possible to generate new mathematical equations of the deformed lenses and import this data into Zemax to start a new ray tracing. The new shape and location of lenses differs for both scenarios, and the difference in the focal plane shift is around 12%. The maximum spot radius difference is 27% and MTF relative error goes up to 16%. Zemax as a standalone software is valid if used as an initial guess for the optical designer. However, as a final stage for validation and detailed design, the approach containing Ansys and SigFit should be preferable.
Performance analysis of the node shell on a container door based on ANSYS
NASA Astrophysics Data System (ADS)
Li, Qingzhou; Zhou, Yi; Hu, Changqing; Cheng, Jiamin; Zeng, Xiaochen
2018-01-01
The structure of thenode shell on a container door was designed and analyzed in this study. The model of the shell was developed with ANSYS. The grids of the model were divided based on the Hex dominant method, and the stress distribution and the temperature distribution of the shell were calculated based on FEA (Finite Element Analysis) method. The analysis results indicated thatthe location of the concave upward side has the highest stress which also lower than the strength limit of the material. The temperature of the magnet installation location was highest, therefore the glue for fixing the magnet must has high temperature resistance. The results provide the basis for the further optimization of the shell.
Experience in Using a Finite Element Stress and Vibration Package on a Minicomputer,
DTIC Science & Technology
1982-01-01
as the Gra’phics Oricntat.ed Interactive Finite Element Time Sharing Pacl’age ( GIFTS ). This packge has been running on a PDP11/60 minicomputer...Unlike many other FEM packages, GIFTS consists of a collecticon E of fully compatible special purpose programns operating on a se. ef files on disk known...matrix is initiated by running the appropriate ptrojrF:’. from the GIFTS library. The following if, a list of the major (IFtS library programs with a
Hermetic Packages For Millimeter-Wave Circuits
NASA Technical Reports Server (NTRS)
Herman, Martin I.; Lee, Karen A.; Lowry, Lynn E.; Carpenter, Alain; Wamhof, Paul
1994-01-01
Advanced hermetic packages developed to house electronic circuits operating at frequencies from 1 to 100 gigahertz and beyond. Signals coupled into and out of packages electromagnetically. Provides circuit packages small, lightweight, rugged, and inexpensive in mass production. Packages embedded in planar microstrip and coplanar waveguide circuits, in waveguide-to-planar and planar-to-waveguide circuitry, in waveguide-to-waveguide circuitry, between radiating (antenna) elements, and between planar transmission lines and radiating elements. Other applications in automotive, communication, radar, remote sensing, and biomedical electronic systems foreseen.
Molded underfill (MUF) encapsulation for flip-chip package: A numerical investigation
NASA Astrophysics Data System (ADS)
Azmi, M. A.; Abdullah, M. K.; Abdullah, M. Z.; Ariff, Z. M.; Saad, Abdullah Aziz; Hamid, M. F.; Ismail, M. A.
2017-07-01
This paper presents the numerical simulation of epoxy molding compound (EMC) filling in multi flip-chip packages during encapsulation process. The empty and a group flip chip packages were considered in the mold cavity in order to study the flow profile of the EMC. SOLIDWORKS software was used for three-dimensional modeling and it was incorporated into fluid analysis software namely as ANSYS FLUENT. The volume of fluid (VOF) technique was used for capturing the flow front profiles and Power Law model was applied for its rheology model. The numerical result are compared and discussed with previous experimental and it was shown a good conformity for model validation. The prediction of flow front was observed and analyzed at different filling time. The possibility and visual of void formation in the package is captured and the number of flip-chip is one factor that contributed to the void formation.
Elaborate SMART MCNP Modelling Using ANSYS and Its Applications
NASA Astrophysics Data System (ADS)
Song, Jaehoon; Surh, Han-bum; Kim, Seung-jin; Koo, Bonsueng
2017-09-01
An MCNP 3-dimensional model can be widely used to evaluate various design parameters such as a core design or shielding design. Conventionally, a simplified 3-dimensional MCNP model is applied to calculate these parameters because of the cumbersomeness of modelling by hand. ANSYS has a function for converting the CAD `stp' format into an MCNP input in the geometry part. Using ANSYS and a 3- dimensional CAD file, a very detailed and sophisticated MCNP 3-dimensional model can be generated. The MCNP model is applied to evaluate the assembly weighting factor at the ex-core detector of SMART, and the result is compared with a simplified MCNP SMART model and assembly weighting factor calculated by DORT, which is a deterministic Sn code.
Advanced Software for Analysis of High-Speed Rolling-Element Bearings
NASA Technical Reports Server (NTRS)
Poplawski, J. V.; Rumbarger, J. H.; Peters, S. M.; Galatis, H.; Flower, R.
2003-01-01
COBRA-AHS is a package of advanced software for analysis of rigid or flexible shaft systems supported by rolling-element bearings operating at high speeds under complex mechanical and thermal loads. These loads can include centrifugal and thermal loads generated by motions of bearing components. COBRA-AHS offers several improvements over prior commercial bearing-analysis programs: It includes innovative probabilistic fatigue-life-estimating software that provides for computation of three-dimensional stress fields and incorporates stress-based (in contradistinction to prior load-based) mathematical models of fatigue life. It interacts automatically with the ANSYS finite-element code to generate finite-element models for estimating distributions of temperature and temperature-induced changes in dimensions in iterative thermal/dimensional analyses: thus, for example, it can be used to predict changes in clearances and thermal lockup. COBRA-AHS provides an improved graphical user interface that facilitates the iterative cycle of analysis and design by providing analysis results quickly in graphical form, enabling the user to control interactive runs without leaving the program environment, and facilitating transfer of plots and printed results for inclusion in design reports. Additional features include roller-edge stress prediction and influence of shaft and housing distortion on bearing performance.
Methods of the working processes modelling of an internal combustion engine by an ANSYS IC Engine module
NASA Astrophysics Data System (ADS)
Kurchatkin, I. V.; Gorshkalev, A. A.; Blagin, E. V.
2017-01-01
This article deals with developed methods of the working processes modelling in the combustion chamber of an internal combustion engine (ICE). Methods includes description of the preparation of a combustion chamber 3-d model, setting of the finite-element mesh, boundary condition setting and solution customization. Aircraft radial engine M-14 was selected for modelling. The cycle of cold blowdown in the ANSYS IC Engine software was carried out. The obtained data were compared to results of known calculation methods. A method of engineâs induction port improvement was suggested.
Writing Material Safely Data Sheets Using the ANSI Standard.
ERIC Educational Resources Information Center
Croft, Suzanne D.
1996-01-01
Presents a history of the ANSI (American National Standards Institute) standard for preparation of Material Safety Data Sheets (MSDS), and provides a section-by-section guide to preparing MSDSs that comply with the standard. (SR)
ANSI-ASQ National Accreditation Board /ACLASS
DTIC Science & Technology
2011-03-28
unclassified c. THIS PAGE unclassified Standard Form 298 (Rev. 8-98) Prescribed by ANSI Std Z39-18 ï§ Laboratories â ISO / IEC 17025 ï§ Inspection...Bodies â ISO / IEC 17020 ï§ RMPs â ISO Guide 34 (Reference Materials) ï§ PT Providers â ISO 17043 ï§ Product Certifiers â ISO Guide 65 ï§ Government...Programs: DoD ELAP, EPA Energy Star, CPSC Toy Safety, NRC, NIST IPV6, NLLAP, NEFAP ï§ TRAINING Programs ï§ Certification Bodies â ISO / IEC 17021
Platform technologies for hybrid optoelectronic integration and packaging
NASA Astrophysics Data System (ADS)
Datta, Madhumita
In order to bring fiber-optics closer to individual home and business services, the optical network components have to be inexpensive and reliable. Integration and packaging of optoelectronic devices holds the key to high-volume low-cost component manufacturing. The goal of this dissertation is to propose, study, and demonstrate various ways to integrate optoelectronic devices on a packaging platform to implement cost-effective, functional optical modules. Two types of hybrid integration techniques have been proposed: flip-chip solder bump bonding for high-density two-dimensional array packaging of surface-emitting devices, and solder preform bonding for fiber-coupled edge-emitting semiconductor devices. For flip-chip solder bump bonding, we developed a simple, inexpensive remetallization process called "electroless plating", which converts the aluminum bond pads of foundry-made complementary metal oxide semiconductor (CMOS) chips into solder-bondable and wire-bondable gold surfaces. We have applied for a patent on this remetallization technique. For fiber-pigtailed edge-emitting laser modules, we have studied the coupling characteristics of different types of lensed single-mode fibers including semispherically lensed fiber, cylindrically lensed fiber and conically lensed fiber. We have experimentally demonstrated 66% coupling efficiency with semispherically lensed fiber and 50% efficiency with conically lensed fibers. We have proposed and designed a packaging platform on which lensed fibers can be actively aligned to a laser and solder-attached reliably to the platform so that the alignment is retained. We have designed thin-film nichrome heaters on fused quartz platforms as local heat source to facilitate on-board solder alignment and attachment of fiber. The thermal performance of the heaters was simulated using finite element analysis tool ANSYS prior to fabrication. Using the heater's reworkability advantage, we have estimated the shift of the fiber due to
Pre-release plastic packaging of MEMS and IMEMS devices
DOEpatents
Peterson, Kenneth A.; Conley, William R.
2002-01-01
A method is disclosed for pre-release plastic packaging of MEMS and IMEMS devices. The method can include encapsulating the MEMS device in a transfer molded plastic package. Next, a perforation can be made in the package to provide access to the MEMS elements. The non-ablative material removal process can include wet etching, dry etching, mechanical machining, water jet cutting, and ultrasonic machining, or any combination thereof. Finally, the MEMS elements can be released by using either a wet etching or dry plasma etching process. The MEMS elements can be protected with a parylene protective coating. After releasing the MEMS elements, an anti-stiction coating can be applied. The perforating step can be applied to both sides of the device or package. A cover lid can be attached to the face of the package after releasing any MEMS elements. The cover lid can include a window for providing optical access. The method can be applied to any plastic packaged microelectronic device that requires access to the environment, including chemical, pressure, or temperature-sensitive microsensors; CCD chips, photocells, laser diodes, VCSEL's, and UV-EPROMS. The present method places the high-risk packaging steps ahead of the release of the fragile portions of the device. It also provides protection for the die in shipment between the molding house and the house that will release the MEMS elements and subsequently treat the surfaces.
Developments in pesticide packaging and management of bulk herbicides as elements in a container reduction strategy
DOE Office of Scientific and Technical Information (OSTI.GOV)
Bradley, D.
Pesticide packaging plays an important role in a broader area that can be called {open_quotes}Delivery Systems.{close_quotes} Delivery Systems can include all of the physical elements that enable a technical active ingredient or combination of ingredients to move from the manufacturing plant through the channels of distribution to the pesticide applicator, who generally further dilutes the product for use on a registered target pest or crop site. This article describes developments relating to three goals in pesticide packaging. Those goals are: reduction in the number of empty containers through the use of reusable containers, formulation modifications, and other container minimization approaches;more » recyling of empty containers for their material or energy value; and disposal of empty containers in accordance with environmentally sound and cost effective practices.« less
Design Compliance Matrices to ANSI and OSHA
DOE Office of Scientific and Technical Information (OSTI.GOV)
BENDIXSEN, R.B.
2000-04-03
U.S. Department of Energy Letter 98-SFD-028 requested Fluor Daniel Hanford, Inc. to provide clarifications as to compliance with ANSI 57.1, 57.2, 57.9, and 29 CFR 1910.179 (OSHA), in the form of an item-by-item compliance matrix, for the CSB. This Supporting Document contains Fluor Daniel, Inc.'s response for use by Fluor Daniel Hanford, Inc. regarding the clarifications requested by the U.S. Department of Energy.
Modeling viscoelastic deformation of the earth due to surface loading by commercial finite element package - ABAQUS
NASA Astrophysics Data System (ADS)
Kit Wong, Ching; Wu, Patrick
2017-04-01
Wu (2004) developed a transformation scheme to model viscoelatic deformation due to glacial loading by commercial finite element package - ABAQUS. Benchmark tests confirmed that this method works extremely well on incompressible earth model. Bangtsson & Lund (2008),however, showed that the transformation scheme would lead to incorrect results if compressible material parameters are used. Their study implies that Wu's method of stress transformation is inadequate to model the load induced deformation of a compressible earth under the framework of ABAQUS. In light of this, numerical experiments are carried out to find if there exist other methods that serve this purpose. All the tested methods are not satisfying as the results failed to converge through iterations, except at the elastic limit. Those tested methods will be outlined and the results will be presented. Possible reasons of failure will also be discussed. Bängtsson, E., & Lund, B. (2008). A comparison between two solution techniques to solve the equations of glacially induced deformation of an elastic Earth. International journal for numerical methods in engineering, 75(4), 479-502. Wu, P. (2004). Using commercial finite element packages for the study of earth deformations, sea levels and the state of stress. Geophysical Journal International, 158(2), 401-408.
ANSI/ASHRAE/IES Standard 90.1-2013 Determination of Energy Savings: Qualitative Analysis
DOE Office of Scientific and Technical Information (OSTI.GOV)
Halverson, Mark A.; Rosenberg, Michael I.; Hart, Philip R.
2014-09-04
This report provides a final qualitative analysis of all addenda to ANSI/ASHRAE/IES Standard 90.1-2010 (referred to as Standard 90.1-2010 or 2010 edition) that were included in ANSI/ASHRAE/IES Standard 90.1-2013 (referred to as Standard 90.1-2013 or 2013 edition). All addenda in creating Standard 90.1-2013 were evaluated for their projected impact on energy efficiency. Each addendum was characterized as having a positive, neutral, or negative impact on overall building energy efficiency.
Active Vibration damping of Smart composite beams based on system identification technique
NASA Astrophysics Data System (ADS)
Bendine, Kouider; Satla, Zouaoui; Boukhoulda, Farouk Benallel; Nouari, Mohammed
2018-03-01
In the present paper, the active vibration control of a composite beam using piezoelectric actuator is investigated. The space state equation is determined using system identification technique based on the structure input output response provided by ANSYS APDL finite element package. The Linear Quadratic (LQG) control law is designed and integrated into ANSYS APDL to perform closed loop simulations. Numerical examples for different types of excitation loads are presented to test the efficiency and the accuracy of the proposed model.
Influence of Number of Implants and Attachment Type on Stress Distribution in Mandibular Implant-Retained Overdentures: Finite Element Analysis
PubMed Central
El-Anwar, Mohamed I.; El-Taftazany, Eman A.; Hamed, Hamdy A.; ElHay, Mohamed A. Abd
2017-01-01
AIM: This study aimed to compare the stresses generated by using two or four root form dental implants supporting mandibular overdentures that were retained with ball and locator attachments. METHODS: Under ANSYS environment, four 3D finite element models were prepared. These models simulated complete overdentures supported by two or four implants with either ball or locator attachments as a connection mechanism. The modelsâ components were created by CAD/CAM package then were imported to ANSYS. Load of 100 N was applied at the right premolar/molar region vertically and at an oblique angle of 110° from lingual direction. RESULTS: Within the conditions of this research, in all cases, it was found that cortical and cancellous bone regions were the least to be stressed. Also, the ball attachment produced higher stresses. CONCLUSION: Caps deformation and stresses are negligible in cases of using locator attachment in comparison to ball attachments. This may indicate longer lifetime and less repair/maintenance operations in implant overdentures retained by locator attachments. Although the study revealed that bone was insensitive to a number of implants or attachment type, it may be recommended to use two implants in the canine region than using four, where the locator attachments were found to be better. PMID:28507636
Influence of Number of Implants and Attachment Type on Stress Distribution in Mandibular Implant-Retained Overdentures: Finite Element Analysis.
PubMed
El-Anwar, Mohamed I; El-Taftazany, Eman A; Hamed, Hamdy A; ElHay, Mohamed A Abd
2017-04-15
This study aimed to compare the stresses generated by using two or four root form dental implants supporting mandibular overdentures that were retained with ball and locator attachments. Under ANSYS environment, four 3D finite element models were prepared. These models simulated complete overdentures supported by two or four implants with either ball or locator attachments as a connection mechanism. The models' components were created by CAD/CAM package then were imported to ANSYS. Load of 100 N was applied at the right premolar/molar region vertically and at an oblique angle of 110° from lingual direction. Within the conditions of this research, in all cases, it was found that cortical and cancellous bone regions were the least to be stressed. Also, the ball attachment produced higher stresses. Caps deformation and stresses are negligible in cases of using locator attachment in comparison to ball attachments. This may indicate longer lifetime and less repair/maintenance operations in implant overdentures retained by locator attachments. Although the study revealed that bone was insensitive to a number of implants or attachment type, it may be recommended to use two implants in the canine region than using four, where the locator attachments were found to be better.
Creep Life of Ceramic Components Using a Finite-Element-Based Integrated Design Program (CARES/CREEP)
NASA Technical Reports Server (NTRS)
Powers, L. M.; Jadaan, O. M.; Gyekenyesi, J. P.
1998-01-01
The desirable properties of ceramics at high temperatures have generated interest in their use for structural application such as in advanced turbine engine systems. Design lives for such systems can exceed 10,000 hours. The long life requirement necessitates subjecting the components to relatively low stresses. The combination of high temperatures and low stresses typically places failure for monolithic ceramics in the creep regime. The objective of this paper is to present a design methodology for predicting the lifetimes of structural components subjected to creep rupture conditions. This methodology utilizes commercially available finite element packages and takes into account the time-varying creep strain distributions (stress relaxation). The creep life, of a component is discretized into short time steps, during which the stress and strain distributions are assumed constant. The damage is calculated for each time step based on a modified Monkman-Grant creep rupture criterion. Failure is assumed to occur when the normalized accumulated damage at any point in the component is greater than or equal to unity. The corresponding time will be the creep rupture life for that component. Examples are chosen to demonstrate the Ceramics Analysis and Reliability Evaluation of Structures/CREEP (CARES/CREEP) integrated design program, which is written for the ANSYS finite element package. Depending on the component size and loading conditions, it was found that in real structures one of two competing failure modes (creep or slow crack growth) will dominate. Applications to benchmark problems and engine components are included.
Creep Life of Ceramic Components Using a Finite-Element-Based Integrated Design Program (CARES/CREEP)
NASA Technical Reports Server (NTRS)
Gyekenyesi, J. P.; Powers, L. M.; Jadaan, O. M.
1998-01-01
The desirable properties of ceramics at high temperatures have generated interest in their use for structural applications such as in advanced turbine systems. Design lives for such systems can exceed 10,000 hours. The long life requirement necessitates subjecting the components to relatively low stresses. The combination of high temperatures and low stresses typically places failure for monolithic ceramics in the creep regime. The objective of this paper is to present a design methodology for predicting the lifetimes of structural components subjected to creep rupture conditions. This methodology utilized commercially available finite element packages and takes into account the time-varying creep strain distributions (stress relaxation). The creep life of a component is discretized into short time steps, during which the stress and strain distributions are assumed constant. The damage is calculated for each time step based on a modified Monkman-Grant creep rupture criterion. Failure is assumed to occur when the normalized accumulated damage at any point in the component is greater than or equal to unity. The corresponding time will be the creep rupture life for that component. Examples are chosen to demonstrate the CARES/CREEP (Ceramics Analysis and Reliability Evaluation of Structures/CREEP) integrated design programs, which is written for the ANSYS finite element package. Depending on the component size and loading conditions, it was found that in real structures one of two competing failure modes (creep or slow crack growth) will dominate. Applications to benechmark problems and engine components are included.
Packaging and Embedded Electronics for the Next Generation
NASA Technical Reports Server (NTRS)
Sampson, Michael J.
2010-01-01
This viewgraph presentation describes examples of electronic packaging that protects an electronic element from handling, contamination, shock, vibration and light penetration. The use of Hermetic and non-hermetic packaging is also discussed. The topics include: 1) What is Electronic Packaging? 2) Why Package Electronic Parts? 3) Evolution of Packaging; 4) General Packaging Discussion; 5) Advanced non-hermetic packages; 6) Discussion of Hermeticity; 7) The Class Y Concept and Possible Extensions; 8) Embedded Technologies; and 9) NEPP Activities.
Translators between CADD and section 5 of the ANSI Y14.26M standard
NASA Technical Reports Server (NTRS)
Emnett, R. F.; Gruttke, W. B.; Houghton, E. G.; Oakes, J. E.
1984-01-01
The American National Standard, Engineering Drawing and Related Documentation Practices, Digital Representation for Communication of Product Definition Data (ANSI Y14.26M-1981) comprises an introduction, three sections corresponding to IGES (Initial Graphics Exchange Specification) Version 1.0, and Section 5, a constructive, relational, language-based representation for geometric and topological entities. This presentation discusses the design and development of two-way translators between Section 5 (herein, ANSI5) and CADD (Computer-Aided Design Drafting).
Influence of gag and RRE Sequences on HIV-1 RNA Packaging Signal Structure and Function.
PubMed
Kharytonchyk, Siarhei; Brown, Joshua D; Stilger, Krista; Yasin, Saif; Iyer, Aishwarya S; Collins, John; Summers, Michael F; Telesnitsky, Alice
2018-07-06
The packaging signal (Ψ) and Rev-responsive element (RRE) enable unspliced HIV-1 RNAs' export from the nucleus and packaging into virions. For some retroviruses, engrafting Ψ onto a heterologous RNA is sufficient to direct encapsidation. In contrast, HIV-1 RNA packaging requires 5' leader Ψ elements plus poorly defined additional features. We previously defined minimal 5' leader sequences competitive with intact Ψ for HIV-1 packaging, and here examined the potential roles of additional downstream elements. The findings confirmed that together, HIV-1 5' leader Ψ sequences plus a nuclear export element are sufficient to specify packaging. However, RNAs trafficked using a heterologous export element did not compete well with RNAs using HIV-1's RRE. Furthermore, some RNA additions to well-packaged minimal vectors rendered them packaging-defective. These defects were rescued by extending gag sequences in their native context. To understand these packaging defects' causes, in vitro dimerization properties of RNAs containing minimal packaging elements were compared to RNAs with sequence extensions that were or were not compatible with packaging. In vitro dimerization was found to correlate with packaging phenotypes, suggesting that HIV-1 evolved to prevent 5' leader residues' base pairing with downstream residues and misfolding of the packaging signal. Our findings explain why gag sequences have been implicated in packaging and show that RRE's packaging contributions appear more specific than nuclear export alone. Paired with recent work showing that sequences upstream of Ψ can dictate RNA folds, the current work explains how genetic context of minimal packaging elements contributes to HIV-1 RNA fate determination. Copyright © 2018 Elsevier Ltd. All rights reserved.
FTOOLS: A FITS Data Processing and Analysis Software Package
NASA Astrophysics Data System (ADS)
Blackburn, J. Kent; Greene, Emily A.; Pence, William
1993-05-01
FTOOLS, a highly modular collection of utilities for processing and analyzing data in the FITS (Flexible Image Transport System) format, has been developed in support of the HEASARC (High Energy Astrophysics Research Archive Center) at NASA's Goddard Space Flight Center. Each utility performs a single simple task such as presentation of file contents, extraction of specific rows or columns, appending or merging tables, binning values in a column or selecting subsets of rows based on a boolean expression. Individual utilities can easily be chained together in scripts to achieve more complex operations such as the generation and displaying of spectra or light curves. The collection of utilities provides both generic processing and analysis utilities and utilities common to high energy astrophysics data sets. The FTOOLS software package is designed to be both compatible with IRAF and completely stand alone in a UNIX or VMS environment. The user interface is controlled by standard IRAF parameter files. The package is self documenting through the IRAF help facility and a stand alone help task. Software is written in ANSI C and FORTRAN to provide portability across most computer systems. The data format dependencies between hardware platforms are isolated through the FITSIO library package.
[The study of noninvasive ventilator impeller based on ANSYS].
PubMed
Hu, Zhaoyan; Lu, Pan; Xie, Haiming; Zhou, Yaxu
2011-06-01
An impeller plays a significant role in the non-invasive ventilator. This paper shows a model of impeller for noninvasive ventilator established with the software Solidworks. The model was studied for feasibility based on ANSYS. Then stress and strain of the impeller were discussed under the external loads. The results of the analysis provided verification for the reliable design of impellers.
Wrap-Attack Pack: Product Packaging Exercise
ERIC Educational Resources Information Center
Lee, Seung Hwan; Hoffman, K. Douglas
2016-01-01
Although many marketing courses discuss traditional concepts pertaining to product strategy, concepts specifically relating to packaging are often glossed over. This exercise, "Wrap-Attack Pack," teaches students about the utilitarian and hedonic design elements of packaging. More specifically, the primary objective is to creativelyâ¦
Finite Element Modeling and Analysis of Powder Stream in Low Pressure Cold Spray Process
NASA Astrophysics Data System (ADS)
Goyal, Tarun; Walia, Ravinderjit Singh; Sharma, Prince; Sidhu, Tejinder Singh
2016-07-01
Low pressure cold gas dynamic spray (LPCGDS) is a coating process that utilize low pressure gas (5-10 bars instead of 25-30 bars) and the radial injection of powder instead of axial injection with the particle range (1-50 μm). In the LPCGDS process, pressurized compressed gas is accelerated to the critical velocity, which depends on length of the divergent section of nozzle, the propellant gas and particle characteristics, and the diameters ratio of the inlet and outer diameters. This paper presents finite element modeling (FEM) of powder stream in supersonic nozzle wherein adiabatic gas flow and expansion of gas occurs in uniform manner and the same is used to evaluate the resultant temperature and velocity contours during coating process. FEM analyses were performed using commercial finite volume package, ANSYS CFD FLUENT. The results are helpful to predict the characteristics of powder stream at the exit of the supersonic nozzle.
[Establishment and validation of normal human L1-L5 lumbar three-dimensional finite element model].
PubMed
Zhu, Zhenqi; Liu, Chenjun; Wang, Jiefu; Wang, Kaifeng; Huang, Zhixin; Wang, Weida; Liu, Haiying
2014-10-14
To create and validate a L1-L5 lumbar three-dimensional finite element model. The L1-L5 lumbar spines of a male healthy volunteer were scanned with computed tomography (CT). And a L1-L5 lumbar three-dimensional finite element model was created with the aid of software packages of Mimics, Geomagic and Ansys. Then border conditions were set, unit type was determined, finite element mesh was divided and a model was established for loading and calculating. Average model stiffness under the conditions of flexion, extension, lateral bending and axial rotation was calculated and compared with the outcomes of former articles for validation. A normal human L1-L5 lumbar three-dimensional finite element model was established to include 459 340 elements and 661 938 nodes. After constraining the inferior endplate of L5 vertebral body, 500 kg à m à sâ»Â² compressive loading was imposed averagely on the superior endplate of L1 vertebral body. Then 10 kg à m² à sâ»Â² moment simulating flexion, extension, lateral bending and axial rotation were imposed on the superior endplate of L1 vertebral body. Eventually the average stiffness of all directions was calculated and it was similar to the outcomes of former articles. The L1-L5 lumbar three-dimensional finite element model is validated so that it may used with biomechanical simulation and analysis of normal or surgical models.
Development of a GIFTS (Graphics-Oriented Interactive Finite-Element Time-Sharing System) Plotting Package Compatible with Either PLOT10 or IBM/DSM Graphics.
DTIC Science & Technology
1983-06-01
1D-A132 95 DEVELOPMENT OF A GIFTS (GRAPHICS ORIENTED INTERACTIVE i/i FINITE-ELEMENT TIME..(U) NAVAL POSTGRADUATE SCHOOL I MONTEREY CA T R PICKLES JUN...183 THESIS " DEVELOPMENT OF A GIFTS PLOTTING PACKAGE COMPATIBLE WITH EITHER PLOT10 OR IBM/DSM GRAPHICS by Thomas R. Pickles June 1983 Thesis Advisor: G...TYPEAFtWEPORT & PERIOD COVERED Development of GIFTS Plotting Package Bi ’s Thesis; Compatible with either PLOTl0 or June 1983 IBM/DSM Graphics 6. PERFORMING ORO
Application of the Finite Elemental Analysis to Modeling Temperature Change of the Vaccine in an Insulated Packaging Container during Transport.
PubMed
Ge, Changfeng; Cheng, Yujie; Shen, Yan
2013-01-01
This study demonstrated an attempt to predict temperatures of a perishable product such as vaccine inside an insulated packaging container during transport through finite element analysis (FEA) modeling. In order to use the standard FEA software for simulation, an equivalent heat conduction coefficient is proposed and calculated to describe the heat transfer of the air trapped inside the insulated packaging container. The three-dimensional, insulated packaging container is regarded as a combination of six panels, and the heat flow at each side panel is a one-dimension diffusion process. The transit-thermal analysis was applied to simulate the heat transition process from ambient environment to inside the container. Field measurements were carried out to collect the temperature during transport, and the collected data were compared to the FEA simulation results. Insulated packaging containers are used to transport temperature-sensitive products such as vaccine and other pharmaceutical products. The container is usually made of an extruded polystyrene foam filled with gel packs. World Health Organization guidelines recommend that all vaccines except oral polio vaccine be distributed in an environment where the temperature ranges between +2 to +8 °C. The primary areas of concern in designing the packaging for vaccine are how much of the foam thickness and gel packs should be used in order to keep the temperature in a desired range, and how to prevent the vaccine from exposure to freezing temperatures. This study uses numerical simulation to predict temperature change within an insulated packaging container in vaccine cold chain. It is our hope that this simulation will provide the vaccine industries with an alternative engineering tool to validate vaccine packaging and project thermal equilibrium within the insulated packaging container.
Boundary conditions for simulating large SAW devices using ANSYS.
PubMed
Peng, Dasong; Yu, Fengqi; Hu, Jian; Li, Peng
2010-08-01
In this report, we propose improved substrate left and right boundary conditions for simulating SAW devices using ANSYS. Compared with the previous methods, the proposed method can greatly reduce computation time. Furthermore, the longer the distance from the first reflector to the last one, the more computation time can be reduced. To verify the proposed method, a design example is presented with device center frequency 971.14 MHz.
Modular electronics packaging system
NASA Technical Reports Server (NTRS)
Hunter, Don J. (Inventor)
2001-01-01
A modular electronics packaging system includes multiple packaging slices that are mounted horizontally to a base structure. The slices interlock to provide added structural support. Each packaging slice includes a rigid and thermally conductive housing having four side walls that together form a cavity to house an electronic circuit. The chamber is enclosed on one end by an end wall, or web, that isolates the electronic circuit from a circuit in an adjacent packaging slice. The web also provides a thermal path between the electronic circuit and the base structure. Each slice also includes a mounting bracket that connects the packaging slice to the base structure. Four guide pins protrude from the slice into four corresponding receptacles in an adjacent slice. A locking element, such as a set screw, protrudes into each receptacl
|
|||||||
correct_foundationPlace_00077
|
FactBench
|
1
| 91
|
https://link.springer.com/article/10.1007/s11204-023-09884-1
|
en
|
Numerical Analysis of the Stress-Strain State of a Combined Pile in Permafrost Soils
|
https://media.springernature.com/full/springer-static/cover-hires/journal/11204
|
https://media.springernature.com/full/springer-static/cover-hires/journal/11204
|
[
"https://link.springer.com/oscar-static/images/darwin/header/img/logo-springerlink-39ee2a28d8.svg",
"https://media.springernature.com/w72/springer-static/cover-hires/journal/11204?as=webp",
"https://media.springernature.com/w215h120/springer-static/image/art%3Aplaceholder%2Fimages/placeholder-figure-springernature.png",
"https://media.springernature.com/w92h120/springer-static/cover-hires/book/978-3-319-61902-6?as=webp",
"https://media.springernature.com/w215h120/springer-static/image/art%3Aplaceholder%2Fimages/placeholder-figure-springernature.png",
"https://link.springer.com/oscar-static/images/logo-springernature-white-19dd4ba190.svg"
] |
[] |
[] |
[
""
] | null |
[
"V. V",
"I. V"
] |
2023-08-11T00:00:00
|
A finite element numerical analysis of the stress-strain state of combined precast-monolithic piles, arranged using the authors’ technology in permaf
|
en
|
/oscar-static/img/favicons/darwin/apple-touch-icon-92e819bf8a.png
|
SpringerLink
|
https://link.springer.com/article/10.1007/s11204-023-09884-1
|
V. V. Mestnikov and I. V. Mestnikova, “Rational types of foundations for low-rise construction in the permafrost zone,” Nauka Techn. Yakutii, 37, No. 2, 8-11 (2019).
Russian Federation Patent No. 2712976, IPC E02D 27/35 (2006/01), Combined Method for Arranging Pile Foundations in Permafrost Soils [in Russian], No. 2019111447 (2020).
V. I. Mukha, Yu. N. Abakumov, and E. N. Malkov, Fundamentals of Calculation, Design and Construction of Structures in the Yakut ASSR [in Russian], Yakutskoe izd-vo, Yakutsk (1976).
SP 25.13330.2020, Soil Bases and Foundations on Permafrost Soils [in Russian], Moscow (2020).
RM 2-77, Industrial Building Products for Housing and Civil Construction on the Territory of the Yakut ASSR. Prefabricated Reinforced Concrete Foundations, Album No. 2 [in Russian], YakutGrazhdanProekt, Yakutsk (1977).
Yu. M. Goncharov, Bases and Foundations on Permafrost Soils: Textbook for University Students Studying Construction Specialties [in Russian], Izd-vo IMZ SO RAN, Yakutsk (2016).
SP 63.13330.2018, Concrete and Reinforced Concrete Structures [in Russian], Standartinform, Moscow (2019).
V. B. Spektor, A. A. Shestakova, Ya. I. Torgovkin, and V. V. Spektor, “Generalization of data on permafrost on the engineering-geological map of the Republic of Sakha (Yakutia) at a scale of 1:1,500,000,” Nauch. Vestn., 4, No. 2, 59-73 (2015).
SP 52-105-2009, Reinforced Concrete Structures in Cold Climates and Permafrost [in Russian], NITs Stroitel’stvo, Moscow (2009).
Ansys Mechanical APDL Theory Reference. Release 23.1, Canonsburg (2022).
P. Menetrey and K. Willam, “Triaxial failure criterion for concrete and its generalization,” ACI Struct. J., 92, No. 3, 311-318 (1995).
K. Willam and E. P. Warnke, “Constitutive models for the triaxial behavior of concrete,” Proceedings of the International Association for Bridge and Structural Engineering, 19, 1-30 (1974).
N. I. Karpenko, A. M. Belostotskii, A. S. Pavlov, et al., “Review of strength criteria for reinforced concrete structures. Part 2: developments of foreign scientists,” in: Collection of Scientific Papers of the RAASN [in Russian], Moscow (2020).
A. Dmitriev, Yu. Novozhilov, D. Mikhalyuk, and V. Lalin, “Calibration and validation of the Menetrey-Willam constitutive model for concrete,” Constr. Unique Build. Struct., 88, 8804 (2020).
SP 22.13330.2016, Soil Bases of Buildings and Structures [in Russian], Standartinform, Moscow (2016).
|
||
correct_foundationPlace_00077
|
FactBench
|
3
| 30
|
https://www.yumpu.com/en/document/view/5722779/rotordynamic-analysis-guide-ansys
|
en
|
Rotordynamic Analysis Guide - Ansys
|
[
"https://assets.yumpu.com/release/Gb2iuBFx8UHm6GO/v5/img/logo/Yumpu_Logo_RGB.png",
"https://assets.yumpu.com/release/Gb2iuBFx8UHm6GO/v5/img/account/document_privacy_modal/step1.png",
"https://assets.yumpu.com/release/Gb2iuBFx8UHm6GO/v5/img/account/document_privacy_modal/step2.png",
"https://img.yumpu.com/5722779/1/500x640/rotordynamic-analysis-guide-ansys.jpg",
"https://assets.yumpu.com/v4/img/avatar/female-200x200.jpg",
"https://img.yumpu.com/49537550/1/190x146/fluent-update-ansys.jpg?quality=85",
"https://img.yumpu.com/31783135/1/190x245/structural-analysis-of-replacement-knee-design-ansys.jpg?quality=85",
"https://img.yumpu.com/29996759/1/190x245/ansys-cfx-for-assessment-of-pollutant-dispersion-and-wind-loading.jpg?quality=85",
"https://img.yumpu.com/21563900/1/190x245/mechanical-apdl-element-reference-ansys-teamansys-v2-.jpg?quality=85",
"https://img.yumpu.com/10750239/1/190x245/thermal-analysis-system-tas-users-manual-ansys.jpg?quality=85",
"https://img.yumpu.com/10636078/1/190x245/modeling-and-meshing-guide-ansys.jpg?quality=85",
"https://img.yumpu.com/9537631/1/190x245/remote-solve-manager-rsm-ansys.jpg?quality=85",
"https://img.yumpu.com/9537280/1/190x245/workbench-users-guide-customer-portal-ansys.jpg?quality=85",
"https://img.yumpu.com/7988460/1/190x245/ansys-workbench-products-errata.jpg?quality=85",
"https://img.yumpu.com/7812551/1/190x245/cfd-post-tutorials-customer-portal-ansys.jpg?quality=85",
"https://img.yumpu.com/7801539/1/190x245/mechanical-apdl-material-reference-ansys.jpg?quality=85",
"https://img.yumpu.com/7801148/1/190x245/mechanical-apdl-command-reference-customer-portal-ansys.jpg?quality=85",
"https://img.yumpu.com/7800802/1/190x245/ansys-ls-dyna-users-guide.jpg?quality=85",
"https://img.yumpu.com/7800597/1/190x245/notes-ansys.jpg?quality=85",
"https://img.yumpu.com/7800369/1/190x245/workbench-user-guide-customer-portal-ansys.jpg?quality=85",
"https://assets.yumpu.com/release/Gb2iuBFx8UHm6GO/v5/img/logo/yumpu-footer2x.png",
"https://assets.yumpu.com/v5/img/footer/worldmap-retina.png"
] |
[] |
[] |
[
"www1.ansys.com",
"analysis",
"ansys",
"rotating",
"information",
"rotational",
"rotordynamic",
"velocity",
"contains",
"subsidiaries",
"rights",
"guide",
"www1.ansys.com"
] | null |
[
"Yumpu.com"
] | null |
Rotordynamic Analysis Guide - Ansys
|
en
|
yumpu.com
|
https://www.yumpu.com/en/document/view/5722779/rotordynamic-analysis-guide-ansys
|
Attention! Your ePaper is waiting for publication!
By publishing your document, the content will be optimally indexed by Google via AI and sorted into the right category for over 500 million ePaper readers on YUMPU.
This will ensure high visibility and many readers!
Inappropriate
You have already flagged this document.
Thank you, for helping us keep this platform clean.
The editors will have a look at it as soon as possible.
|
|||||
correct_foundationPlace_00077
|
FactBench
|
1
| 29
|
https://www.soletanche-bachy.com/en/our-solutions/our-expertises/forshore/
|
en
|
Soletanche Bachy's maritime expertise
|
[
"https://digital-metrics.soletanchefreyssinet.com/matomo.php?idsite=142&rec=1",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2019/10/SOLETANCHE-BACHY-LOGO-mobile.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2019/10/SOLETANCHE-BACHY-LOGO-mobile.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2019/10/SOLETANCHE-BACHY-LOGO-mobile.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2019/10/3387×1905-PPT-jeunes-e1657632096837-1024x576.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/notre-histoire-vignette.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/direction-vignette.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/nos-modes-operatoires-vignette.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/engagement-safety.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/engagement-environnement2.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/engagement-digital.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2023/10/Ecoute-du-client.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/exegy-fond-beton.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-ouvrage-portuaire.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-barrage.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-eau-et-assainissement.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-tunnel.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-batiment.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-metro.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2023/03/Parking-souterrain.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-fondations-profondes.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-soutenement.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-etanchement.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-tunnel.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2023/03/Reprise-en-sous-oeuvre.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-amelioration-sol.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-confortement.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/06/EXEGY_SIGN_GB_RVB-1024x308-1.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/prefa.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/4shore.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/nos-services.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2023/10/CH_20221125_032-slider.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2023/10/Logo_4Shore_Sign_RVB.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/3/2019/10/SOLETANCHE-BACHY-LOGO-icon-above-colour.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2020/03/SOLETANCHE-BACHY-LOGO-icon-above-grey200.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2023/10/SOLETANCHE-FREYSSINET-LOGO-icon-above-SOLID-RGB.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Bachy-Soletanche-Riverside-2-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/07/mise-FAU_ParvisProche_@ArchiGraphi@AtelierSchall@GroupementIRIS.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/05/Image1.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/04/caaf84cd-7205-48a9-b05f-110d89eaad79.jpeg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/block-all.svg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/skin2-ess.svg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/skin2-func.svg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/skin2-ana.svg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/skin2-adv.svg"
] |
[] |
[] |
[
""
] | null |
[] |
2022-05-04T14:32:05+02:00
|
ForSHORE offers support covering the 4 stages of port infrastructure projects: financing, design, construction and asset management.
|
en
|
CORPORATE SB - The world leader in foundations and soil technologies
|
https://www.soletanche-bachy.com/en/our-solutions/our-expertises/forshore/
|
ForSHORE and its partner RESALLIENCE can provide you with a team of experts anywhere in the world to support you at various key stages of your project, taking into account the preservation of the site’s immediate environment and anticipating the effects of climate change on the structure.
ForSHORE puts you in direct contact with Soletanche Bachy’s design offices, located in the Group’s main subsidiaries around the world, to build port facilities adapted to your needs and constraints.
Thanks to Soletanche Bachy’s expertise, ForSHORE optimizes the design of your structures to reduce their environmental impact:
Design variants to use fewer materials.
Technical processes with environmental benefits.
Less carbon-intensive materials.
ForSHORE acts as a General Contractor for the construction of your new port infrastructure, or to remediate, adapt or upgrade existing facilities. As a result, you can rely on a single point of contact to carry out your port project from A to Z. ForSHORE can help you build all types of marine structures.
|
|||||
correct_foundationPlace_00077
|
FactBench
|
1
| 33
|
http://jtam.pl/Impact-of-material-nonlinearity-of-dam-foundation-rock-system-on-seismic-performance,157571,0,2.html
|
en
|
foundation rock system on seismic performance of concrete gravity dams
|
[
"http://www.journalssystem.com/jtam/f/3f5d6f0954475d18dfb9d35260b526d5.png",
"http://www.journalssystem.com/_static/g/c/js_logo_small.png",
"http://www.journalssystem.com/_static/v/chevron-up.svg"
] |
[] |
[] |
[
""
] | null |
[
"Djamel Ouzandja",
"Mokhtar Messaad",
"Amina Tahar Berrabah",
"Mohamed Belhrizi"
] | null |
This paper shows the impact of material nonlinearity of a dam-foundation rock system on
seismic performance of Oued Fodda concrete gravity dam, located at northwestern side of
Algeria. For the purpose, a three-dimensional dam-foundation rock system finite element
model is employed in analyses....
|
en
|
http://www.journalssystem.com/_static/g/c/js_favicon.ico?v=1
|
http://jtam.pl/Impact-of-material-nonlinearity-of-dam-foundation-rock-system-on-seismic-performance,157571,0,2.html
|
ARTICLE
Impact of material nonlinearity of dam-foundation rock system on seismic performance of concrete gravity dams
More details Hide details
Journal of Theoretical and Applied Mechanics 2023;61(1):49-63
KEYWORDS
TOPICS
ABSTRACT
This paper shows the impact of material nonlinearity of a dam-foundation rock system on seismic performance of Oued Fodda concrete gravity dam, located at northwestern side of Algeria. For the purpose, a three-dimensional dam-foundation rock system finite element model is employed in analyses. The hydrodynamic interaction between reservoir water and dam-foundation system is implicitly taken into consideration by the Westergaard approach using surface finite elements added to dam-fluid and foundation-fluid interfaces. The concrete material model is used to present the cracking of dam concrete under a seismic load the using smeared crack approach based on the Willam and Warnke failure criterion. The materially nonlinear analysis for both dam concrete and foundation rock is performed using Drucker- -Prager model. According to numerical results, tensile stresses and maximum strains reduce significantly in the materially nonlinear model. In addition, the cracking areas in the dam decrease also when material nonlinearity characteristics of the dam-foundation rock system is considered in analyses.
|
|||||
correct_foundationPlace_00077
|
FactBench
|
3
| 92
|
https://news.cornell.edu/stories/2012/02/1-million-bequest-boost-agricultural-sciences
|
en
|
Alumna's $1 million bequest will boost agricultural sciences
|
https://news.cornell.edu/favicon.ico
|
https://news.cornell.edu/favicon.ico
|
[] |
[] |
[] |
[
""
] | null |
[
"Sherrie Negrea"
] |
2012-02-01T00:00:00
|
Marcia Stofman Morton '61 has announced she will leave a $1 million bequest to Cornell's College of Agriculture and Life Sciences; most of it will benefit agricultural sciences. (Feb. 20, 2012)
|
en
|
/favicon.ico
|
Cornell Chronicle
|
https://news.cornell.edu/stories/2012/02/1-million-bequest-boost-agricultural-sciences
|
Marcia Stofman Morton '61 made her first gift to Cornell in 1969: $5 in cash. Now, some 40 years later, she has decided to leave a $1 million bequest to Cornell's College of Agriculture and Life Sciences (CALS).
The bulk of her gift — $750,000 — will fund undergraduate scholarships in the agricultural sciences program, an interdisciplinary major that allows students to pursue a general education in agriculture. The remaining money will endow internships at Cornell Plantations and undergraduate research at the Cornell Lab of Ornithology.
The Pittsburgh resident said she decided to set aside money for Cornell in her will about 25 years ago and gradually increased the size of the bequest. She recently formalized the arrangement with CALS.
"I think ever since I had gone to Cornell and began to save a little bit of money, I've wanted to give money to Cornell," Morton said. "I appreciated my education."
Morton said she also appreciates the Wood Foundation scholarship she received during her sophomore year, when her father, co-owner and manager of a movie theater in Atlantic City, N.J., lost his business.
"I know that scholarships are needed," she said.
After graduating from Cornell with a degree in biochemistry, Morton and her first husband founded ANSYS Inc., which specializes in engineering structural analysis software. For 24 years, Morton served as the corporate secretary and treasurer, until the Canonsburg, Pa.-based company was sold in 1994.
Her bequest to Cornell represents several of the interests that Morton has developed since graduation. An avid gardener, she volunteers for the Phipps Conservatory in Pittsburgh as a master gardener. She is also an active bird watcher and remembers taking a course in ornithology her junior year at Cornell.
In 1975, Morton earned her pilot's license and began flying her children around the East Coast to visit relatives or take sightseeing trips. When her son, Andrew Swanson, M.S. '89, Ph.D. '97, entered a doctorate program in physics at Cornell, she would often fly to Ithaca to visit him for lunch.
"I'm very familiar with Ithaca's airport," she said. "I had a couple of interesting landings there in the fog."
Antonio DiTommaso, the Richard C. Call Director of Agricultural Sciences at Cornell, said the only scholarships available in his program are two small grants of $2,000. With the bequest, the six-year-old program, which now has 100 undergraduates enrolled, will be able to offer several larger scholarships annually.
"The gift will allow us to bring in young, bright, motivated students from across the country, and in some cases internationally," said DiTommaso, an associate professor of crop and soil sciences.
Cornell Plantations will use the bequest to create a new summer internship for a student in the horticulture or natural areas program to add to its 10 paid, 12-week summer internships.
"It's an opportunity for the students to learn new skills, through their assignments, their interaction with Plantations staff members and from each other," said Don Rakow, the E.N. Wilds Director of Cornell Plantations. "And the Plantations gains from the energy, creativity and knowledge that each of the students brings to their internship."
At the Laboratory of Ornithology, the bequest will fund undergraduates working in the facility's 10 research programs.
"We are always stretching our financial support to cover this incredible cadre of young scientists, so this new support will definitely allow us to help additional students accomplish great things," said Irby Lovette, the lab's associate director for academic affairs.
Sherrie Negrea is a freelance writer in Ithaca, N.Y.
|
||
correct_foundationPlace_00077
|
FactBench
|
1
| 72
|
https://www.nicholsonconstruction.com/news/nicholsons-midwest-team-continues-work-at-soo-locks-with-hybrid-wall-and-anchor-installation-contracts
|
en
|
Nicholson's Midwest Team Continues Work at Soo Locks with Hybrid Wall and Anchor Installation Contracts
|
[
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/624ac2b38e9ad35fbc70f9ad_Logo.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/63304040ff3a74ba6b2b720f_facebook-gray.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/63313521e5a25491021b084e_facebook-red.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/633040d3d726c79d4ecba145_twitter-gray.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/6331357706417968b495f6be_twitter-red.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/63304089721a284ef40b52e7_linkedin-gray.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/63313563320e0e84a4bf3e19_linkedin-red.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/63e4917d95aaa259d5eda0a2_link-grey.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/63e49299a0f8813960128dd9_link-red.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/625fabbb814e326433cf7cb6_dot-bottom.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/6253b8443cbe7c58270efbe8_arrow%20left.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/6253b84fb0f80c9de125aa8c_arrow%20right.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/624ac2b38e9ad35fbc70f9ad_Logo.svg",
"https://cdn.prod.website-files.com/624abd4f41bfc885cec268e8/624c0af9c44fe88fb1d50a55_Subsidiary%20SB.svg"
] |
[] |
[] |
[
""
] | null |
[] | null | null |
Nicholson Constructionâs Midwest team was recently awarded two additional contracts for the New Lock at the Soo. One contract is for the construction of a hybrid wall and the other is for anchor installation.
The Phase 3 New Lock is the largest portion of the U.S. Army Corps of Engineers' (USACE) seven-year, $1.3 billion-dollar project focused on construction of a new lock chamber at the Soo Locks in Sault Ste Marie, Michigan.
The Soo Locks lie on the St. Marys River and permit vessels to cross the 21-foot change in elevation along the St. Marys Falls Canal and connects shipping between Lake Superior and Lake Huron. Currently, almost 90% of the commodities transported through the Soo Locks are restricted to using the 1,200' x 110' Poe Lock. This project will construct a second Poe-sized lock in place of the existing, decommissioned Sabin Lock. One of the first steps required for construction of the new lock is creating water cutoff around the future excavation to allow efficient dewatering throughout construction.
The Kokosing Alberici Traylor (KAT) joint venture selected Nicholson Construction Company to assist in construction of the Unit 10 Hybrid Wall, a component of the cutoff system, which will tie together existing coffer cells with new cells being constructed for the project. Nicholson drilled in temporary casings to allow installation of the permanent pipe piles for the wall.
The KAT JV also awarded Nicholson the contract for permanent anchor installation which is required to stabilize the existing Davis Lock concrete monoliths in the dewatered state.
In addition to the hybrid wall and anchor installation contracts, Nicholson is also installing drilled shafts and a grout curtain under separate contracts.
âOur work continues to grow at the New Lock at the Soo project because we have such a great team on site,â said Dan Thome, P.E., Senior Vice President of Nicholsonâs Midwest Region. âOur site crews doing what they do every day are our best salespeople.â
This portion of Nicholsonâs work is expected to be completed in the fourth quarter of 2023.
Â
â
Nicholson Constructionâs Midwest team was recently awarded two additional contracts for the New Lock at the Soo. One contract is for the construction of a hybrid wall and the other is for anchor installation.
The Phase 3 New Lock is the largest portion of the U.S. Army Corps of Engineers' (USACE) seven-year, $1.3 billion-dollar project focused on construction of a new lock chamber at the Soo Locks in Sault Ste Marie, Michigan.
The Soo Locks lie on the St. Marys River and permit vessels to cross the 21-foot change in elevation along the St. Marys Falls Canal and connects shipping between Lake Superior and Lake Huron. Currently, almost 90% of the commodities transported through the Soo Locks are restricted to using the 1,200' x 110' Poe Lock. This project will construct a second Poe-sized lock in place of the existing, decommissioned Sabin Lock. One of the first steps required for construction of the new lock is creating water cutoff around the future excavation to allow efficient dewatering throughout construction.
The Kokosing Alberici Traylor (KAT) joint venture selected Nicholson Construction Company to assist in construction of the Unit 10 Hybrid Wall, a component of the cutoff system, which will tie together existing coffer cells with new cells being constructed for the project. Nicholson drilled in temporary casings to allow installation of the permanent pipe piles for the wall.
The KAT JV also awarded Nicholson the contract for permanent anchor installation which is required to stabilize the existing Davis Lock concrete monoliths in the dewatered state.
In addition to the hybrid wall and anchor installation contracts, Nicholson is also installing drilled shafts and a grout curtain under separate contracts.
âOur work continues to grow at the New Lock at the Soo project because we have such a great team on site,â said Dan Thome, P.E., Senior Vice President of Nicholsonâs Midwest Region. âOur site crews doing what they do every day are our best salespeople.â
This portion of Nicholsonâs work is expected to be completed in the fourth quarter of 2023.
Â
â
|
||||||||
correct_foundationPlace_00077
|
FactBench
|
3
| 85
|
https://www.academia.edu/25099111/ANSYS_Composite_PrepPost_Users_Guide
|
en
|
ANSYS Composite PrepPost User's Guide
|
http://a.academia-assets.com/images/open-graph-icons/fb-paper.gif
|
http://a.academia-assets.com/images/open-graph-icons/fb-paper.gif
|
[
"https://a.academia-assets.com/images/academia-logo-redesign-2015-A.svg",
"https://a.academia-assets.com/images/academia-logo-redesign-2015.svg",
"https://a.academia-assets.com/images/single_work_splash/adobe.icon.svg",
"https://0.academia-photos.com/attachment_thumbnails/45421407/mini_magick20180817-24622-xm4bpj.png?1534549084",
"https://0.academia-photos.com/48360416/40347919/33075311/s65_marcelo.carnicelli.jpg",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loaders/paper-load.gif",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png",
"https://a.academia-assets.com/images/loswp/related-pdf-icon.png"
] |
[] |
[] |
[
""
] | null |
[
"Marcelo Carnicelli",
"independent.academia.edu"
] |
2016-05-06T00:00:00
|
ANSYS Composite PrepPost User's Guide
|
https://www.academia.edu/25099111/ANSYS_Composite_PrepPost_Users_Guide
|
Academia.edu uses cookies to personalize content, tailor ads and improve the user experience. By using our site, you agree to our collection of information through the use of cookies. To learn more, view our Privacy Policy.
Academia.edu no longer supports Internet Explorer.
To browse Academia.edu and the wider internet faster and more securely, please take a few seconds to upgrade your browser.
|
|||||
correct_foundationPlace_00077
|
FactBench
|
2
| 67
|
https://www.soletanche-bachy.com/en/soletanche-polska-is-speeding-up-foundation-work-at-warsaws/
|
en
|
Soletanche Polska is speeding up foundation work at Warsaw’s
|
[
"https://digital-metrics.soletanchefreyssinet.com/matomo.php?idsite=142&rec=1",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2019/10/SOLETANCHE-BACHY-LOGO-mobile.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2019/10/SOLETANCHE-BACHY-LOGO-mobile.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2019/10/SOLETANCHE-BACHY-LOGO-mobile.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2019/10/3387×1905-PPT-jeunes-e1657632096837-1024x576.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/notre-histoire-vignette.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/direction-vignette.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/nos-modes-operatoires-vignette.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/engagement-safety.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/engagement-environnement2.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/engagement-digital.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2023/10/Ecoute-du-client.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/exegy-fond-beton.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-ouvrage-portuaire.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-barrage.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-eau-et-assainissement.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-tunnel.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-batiment.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/marche-metro.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2023/03/Parking-souterrain.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-fondations-profondes.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-soutenement.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-etanchement.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-tunnel.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2023/03/Reprise-en-sous-oeuvre.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-amelioration-sol.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/technique-confortement.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/06/EXEGY_SIGN_GB_RVB-1024x308-1.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/prefa.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/4shore.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2022/11/nos-services.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Soletanche_DwZachodni_11.07.2023-103-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Soletanche_DwZachodni_11.07.2023-18-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Soletanche_DwZachodni_11.07.2023-10-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Soletanche_DwZachodni_11.07.2023-10-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Soletanche_DwZachodni_11.07.2023-47-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Soletanche_DwZachodni_11.07.2023-2-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Bachy-Soletanche-Riverside-2-700x441.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/07/mise-FAU_ParvisProche_@ArchiGraphi@AtelierSchall@GroupementIRIS.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/05/Image1-700x441.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/3/2019/10/SOLETANCHE-BACHY-LOGO-icon-above-colour.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2020/03/SOLETANCHE-BACHY-LOGO-icon-above-grey200.png",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2023/10/SOLETANCHE-FREYSSINET-LOGO-icon-above-SOLID-RGB.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/06/Bachy-Soletanche-Riverside-2-scaled.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/07/mise-FAU_ParvisProche_@ArchiGraphi@AtelierSchall@GroupementIRIS.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/05/Image1.jpg",
"https://www.soletanche-bachy.com/wp-content/uploads/sites/18/2024/04/caaf84cd-7205-48a9-b05f-110d89eaad79.jpeg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/block-all.svg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/skin2-ess.svg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/skin2-func.svg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/skin2-ana.svg",
"https://www.soletanche-bachy.com/wp-content/plugins/ct-ultimate-gdpr/assets/css/images/skin2-adv.svg"
] |
[] |
[] |
[
""
] | null |
[
"dparmentier"
] |
2023-09-15T12:10:47+02:00
|
15/09/2023 Soletanche Polska is speeding up foundation work at Warsaw’sNon classé The work has jumped a segment - why? To this point, the work has been carried out segment by segment. Budimex demolished the existing infrastructure on segments 1,2,3 and 4 (in place of platforms 6,7,8 and 9) then the floor slab was made
|
en
|
CORPORATE SB - The world leader in foundations and soil technologies
|
https://www.soletanche-bachy.com/en/soletanche-polska-is-speeding-up-foundation-work-at-warsaws/
|
The work has jumped a segment – why?
To this point, the work has been carried out segment by segment. Budimex demolished the existing infrastructure on segments 1,2,3 and 4 (in place of platforms 6,7,8 and 9) then the floor slab was made and work was carried out in both underground and on the above-ground level, reconstructing the platforms and building the roofing. This was followed by the demolition of further platforms 3,4,5 located within segment 5. These platforms are mainly used for long-distance services. The most critical for the residents of the metropolis is the accessibility of the traction located between platforms 1 and 2, which serves the Rapid Urban Rail (SKM). And the Warsaw agglomerative rail (WKD).This area in the design division is classified as segment 6. The contractor decided to move forward with the design and construction work by first implementing segment 7 in order to keep metropolitan connections running smoothly at @Warsaw’s West Railway Station for as long as possible.
What is to be executed on segment 7
– The main work to be carried out in this area is the execution of diaphragm walls, which are used as a shoring for the excavation during the earthworks, as well as the foundation for the underground walkway to the station hall on level -1 and for the tram tunnel on level -2. In addition to diaphragm walls, we also need to construct a horizontal anti-filtration barrier, which will be carried out in a similar way to the other segments using jet-grouting technology. We will conclude our scope with the execution of strutting using steel struts. This time, similar to the works on segments 1 and 2, the remaining works will be carried out in an open excavation,” explains Marek Wasiluk, Project Manager on behalf of Soletanche Polska.
The excavation of the first slurry wall section on segment 7 took place on 6 July
60% of the diaphragm walls on segment 7 have already been completed.
— I consider the speed of work on this segment to be very good. We are working in shifts. We are not affected by the difficulties we had, for example on segment 5, where trains were running from both sides of the site, making deliveries difficult. Due to the holiday period, the collection of materials carried out smoothly. There are certainly more, collisions that we have to take into account when realising our scope, such as the pedestrian tunnel connecting the two railway stations with the bus station. We started mobilising the slurry wall kit at the end of June and on 6 July we started digging the first section. We now have 60% of the slurry wall scope completed in the area provided. The most sensitive sections in close proximity to the existing underground entrance have yet to be completed,” reports Łukasz Pluta, Works Manager responsible for the execution of the diaphragm wall scope.
When will work start on segment 6?
In order for geotechnicians to be able to start work on this section, the existing infrastructure must first be demolished and any collisions with the old underground crossing or technological and sanitary connections must be eliminated. Demolition of platforms 1 and 2 began on 29 July. SKM and WKD train traffic has been redirected to other stations. Unless there are any unforeseen circumstances, the planned start of geotechnical work on segment 6 will be in autumn this year (approximately end of September 2023). With the proviso that segment 7 will already be constructed in terms of diaphragm walls. This will greatly speed up the execution of work on the entire facility. Once the main production on segment 6 has been completed and the slab floor, including the platforms, has been reconstructed, rail traffic will be restored and the earthworks and reinforced concrete works will be carried out using the top and down method, which will not affect the flow of rail traffic.
|