FreeCAD / src /Mod /Fem /femexamples /equation_deformation_spring_elmer.py
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# ***************************************************************************
# * Copyright (c) 2023 Uwe Stöhr <uwestoehr@lyx.org> *
# * *
# * This file is part of the FreeCAD CAx development system. *
# * *
# * This program is free software; you can redistribute it and/or modify *
# * it under the terms of the GNU Lesser General Public License (LGPL) *
# * as published by the Free Software Foundation; either version 2 of *
# * the License, or (at your option) any later version. *
# * for detail see the LICENCE text file. *
# * *
# * This program is distributed in the hope that it will be useful, *
# * but WITHOUT ANY WARRANTY; without even the implied warranty of *
# * MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the *
# * GNU Library General Public License for more details. *
# * *
# * You should have received a copy of the GNU Library General Public *
# * License along with this program; if not, write to the Free Software *
# * Foundation, Inc., 59 Temple Place, Suite 330, Boston, MA 02111-1307 *
# * USA *
# * *
# ***************************************************************************
import sys
import FreeCAD
from FreeCAD import Vector
import ObjectsFem
import Part
import Sketcher
from . import manager
from .manager import get_meshname
from .manager import init_doc
def get_information():
return {
"name": "Deformation (nonlinear elasticity) - Elmer",
"meshtype": "solid",
"meshelement": "Tet10",
"constraints": ["displacement", "spring"],
"solvers": ["elmer"],
"material": "solid",
"equations": ["deformation"],
}
def get_explanation(header=""):
return (
header
+ """
To run the example from Python console use:
from femexamples.equation_deformation_spring_elmer import setup
setup()
Deformation equation - Elmer solver
"""
)
def setup(doc=None, solvertype="elmer"):
# init FreeCAD document
if doc is None:
doc = init_doc()
# explanation object
# just keep the following line and change text string in get_explanation method
manager.add_explanation_obj(doc, get_explanation(manager.get_header(get_information())))
# geometric objects
# sketch defining the spring form
body = doc.addObject("PartDesign::Body", "Body")
SketchPath = body.newObject("Sketcher::SketchObject", "Spring_Path")
SketchPath.AttachmentSupport = (doc.getObject("XY_Plane"), [""])
SketchPath.MapMode = "FlatFace"
SketchPath.addGeometry(
Part.LineSegment(Vector(-20.0, 30.0, 0.0), Vector(-20.0, 0.0, 0.0)), False
)
SketchPath.addConstraint(Sketcher.Constraint("PointOnObject", 0, 2, -1))
SketchPath.addConstraint(Sketcher.Constraint("Vertical", 0))
SketchPath.addGeometry(
Part.ArcOfCircle(
Part.Circle(Vector(0.0, 0.0, 0.0), Vector(0, 0, 1), 20.0),
3.141593,
6.283185,
),
False,
)
SketchPath.addConstraint(Sketcher.Constraint("Tangent", 0, 2, 1, 1))
SketchPath.addConstraint(Sketcher.Constraint("PointOnObject", 1, 2, -1))
SketchPath.addGeometry(Part.LineSegment(Vector(20.0, 0.0, 0.0), Vector(20.0, 30.0, 0.0)), False)
SketchPath.addConstraint(Sketcher.Constraint("Tangent", 1, 2, 2, 1))
SketchPath.addConstraint(Sketcher.Constraint("Equal", 2, 0))
SketchPath.ViewObject.Visibility = False
# sketch defining the spring cross section
SketchCircle = body.newObject("Sketcher::SketchObject", "Spring_Circle")
SketchCircle.AttachmentSupport = (doc.getObject("XZ_Plane"), [""])
SketchCircle.MapMode = "FlatFace"
SketchCircle.addGeometry(Part.Circle(Vector(-20.0, 0.0, 0.0), Vector(0, 0, 1), 7.5), False)
SketchCircle.addConstraint(Sketcher.Constraint("PointOnObject", 0, 3, -1))
SketchCircle.ViewObject.Visibility = False
# the spring object
SpringObject = body.newObject("PartDesign::AdditivePipe", "Spring")
SpringObject.Profile = SketchCircle
SpringObject.Spine = SketchPath
# set view
doc.recompute()
if FreeCAD.GuiUp:
SpringObject.ViewObject.Document.activeView().viewTop()
SpringObject.ViewObject.Document.activeView().fitAll()
# analysis
analysis = ObjectsFem.makeAnalysis(doc, "Analysis")
if FreeCAD.GuiUp:
import FemGui
FemGui.setActiveAnalysis(analysis)
# solver
if solvertype == "elmer":
solver_obj = ObjectsFem.makeSolverElmer(doc, "SolverElmer")
solver_obj.OutputIntervals = [4]
solver_obj.SimulationType = "Transient"
solver_obj.TimestepIntervals = [21]
solver_obj.TimestepSizes = [0.05]
equation_deformation = ObjectsFem.makeEquationDeformation(doc, solver_obj)
equation_deformation.setExpression("LinearTolerance", "1e-7")
equation_deformation.LinearIterativeMethod = "Idrs"
equation_deformation.LinearPreconditioning = "ILU1"
else:
FreeCAD.Console.PrintWarning(
"Unknown or unsupported solver type: {}. "
"No solver object was created.\n".format(solvertype)
)
return doc
analysis.addObject(solver_obj)
# material iron
material_obj = ObjectsFem.makeMaterialSolid(doc, "Iron")
mat = material_obj.Material
mat["Name"] = "Iron Generic"
mat["YoungsModulus"] = "211 GPa"
mat["PoissonRatio"] = "0.29"
mat["Density"] = "7874 kg/m^3"
material_obj.Material = mat
material_obj.References = [(body, "Solid1")]
analysis.addObject(material_obj)
# constraints displacement
DisplaceLeft = doc.addObject("Fem::ConstraintDisplacement", "DisplacementLeft")
DisplaceLeft.xFree = False
DisplaceLeft.hasXFormula = True
DisplaceLeft.xDisplacementFormula = 'Variable "time"; Real MATC "0.006*tx"'
DisplaceLeft.yFree = False
DisplaceLeft.yDisplacement = 0
DisplaceLeft.zFree = False
DisplaceLeft.zDisplacement = 0
DisplaceLeft.References = [(SpringObject, "Face1")]
analysis.addObject(DisplaceLeft)
DisplaceRight = doc.addObject("Fem::ConstraintDisplacement", "DisplacementRight")
DisplaceRight.xFree = False
DisplaceRight.hasXFormula = True
DisplaceRight.xDisplacementFormula = 'Variable "time"; Real MATC "-0.006*tx"'
DisplaceRight.yFree = False
DisplaceRight.yDisplacement = 0
DisplaceRight.zFree = False
DisplaceRight.zDisplacement = 0
DisplaceRight.References = [(SpringObject, "Face5")]
analysis.addObject(DisplaceRight)
# constraints spring
StiffnessLeft = doc.addObject("Fem::ConstraintSpring", "StiffnessLeft")
StiffnessLeft.TangentialStiffness = "50 N/m"
StiffnessLeft.ElmerStiffness = "Tangential Stiffness"
StiffnessLeft.References = [(SpringObject, "Face1")]
analysis.addObject(StiffnessLeft)
StiffnessRight = doc.addObject("Fem::ConstraintSpring", "StiffnessRight")
StiffnessRight.TangentialStiffness = "50 N/m"
StiffnessRight.ElmerStiffness = "Tangential Stiffness"
StiffnessRight.References = [(SpringObject, "Face5")]
analysis.addObject(StiffnessRight)
# mesh
femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
femmesh_obj.Shape = body
femmesh_obj.CharacteristicLengthMax = "1.25 mm"
femmesh_obj.ElementOrder = "1st"
femmesh_obj.ViewObject.Visibility = False
# generate the mesh
from femmesh import gmshtools
gmsh_mesh = gmshtools.GmshTools(femmesh_obj, analysis)
try:
error = gmsh_mesh.create_mesh()
except Exception:
error = sys.exc_info()[1]
FreeCAD.Console.PrintError(f"Unexpected error when creating mesh: {error}\n")
doc.recompute()
return doc