# *************************************************************************** # * Copyright (c) 2021 Bernd Hahnebach * # * * # * 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 * # * * # *************************************************************************** __title__ = "FreeCAD FEM calculix constraint force" __author__ = "Bernd Hahnebach" __url__ = "https://www.freecad.org" def get_analysis_types(): return ["buckling", "static", "thermomech"] def get_sets_name(): return "constraints_force_node_loads" def get_before_write_meshdata_constraint(): return "" def get_after_write_meshdata_constraint(): return "" def write_meshdata_constraint(f, femobj, force_obj, ccxwriter): # floats read from ccx should use {:.13G}, see comment in writer module if force_obj.EnableAmplitude: f.write(f"*CLOAD, AMPLITUDE={force_obj.Name}\n") else: f.write("*CLOAD\n") direction_vec = femobj["Object"].DirectionVector dir_zero_tol = 1e-15 # TODO: should this be more generally for more values? # be careful with raising the tolerance, a big load would have an impact # but compared to the real direction the impact would be small again for ref_shape in femobj["NodeLoadTable"]: f.write(f"** {ref_shape[0]}\n") for n in sorted(ref_shape[1]): node_load = ref_shape[1][n] # the loads in ref_shape[1][n] are without unit if abs(direction_vec.x) > dir_zero_tol: v1 = f"{(direction_vec.x * node_load).Value:.13G}" f.write(f"{n},1,{v1}\n") if abs(direction_vec.y) > dir_zero_tol: v2 = f"{(direction_vec.y * node_load).Value:.13G}" f.write(f"{n},2,{v2}\n") if abs(direction_vec.z) > dir_zero_tol: v3 = f"{(direction_vec.z * node_load).Value:.13G}" f.write(f"{n},3,{v3}\n") f.write("\n") f.write("\n")