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FEM: examples, added mutibody face analysis example
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src/Mod/Fem/femexamples/material_multiple_bendingbeam_fivefaces.py
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# *************************************************************************** | ||
# * Copyright (c) 2020 Sudhanshu Dubey <sudhanshu.thethunder@gmail.com> * | ||
# * * | ||
# * 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 * | ||
# * * | ||
# *************************************************************************** | ||
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# to run the example use: | ||
""" | ||
from femexamples.material_multiple_bendingbeam_fivefaces import setup | ||
setup() | ||
""" | ||
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import FreeCAD | ||
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import Fem | ||
import ObjectsFem | ||
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mesh_name = "Mesh" # needs to be Mesh to work with unit tests | ||
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def init_doc(doc=None): | ||
if doc is None: | ||
doc = FreeCAD.newDocument() | ||
return doc | ||
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def get_information(): | ||
info = {"name": "Multibody Face Analysis", | ||
"meshtype": "solid", | ||
"meshelement": "Tria6", | ||
"constraints": ["fixed", "force"], | ||
"solvers": ["calculix"], | ||
"material": "solid", | ||
"equation": "mechanical" | ||
} | ||
return info | ||
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def setup(doc=None, solvertype="ccxtools"): | ||
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if doc is None: | ||
doc = init_doc() | ||
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# geometry object | ||
# name is important because the other method in this module use obj name | ||
# parts | ||
face_obj1 = doc.addObject('Part::Plane', 'Face1') | ||
face_obj1.Width = 10 | ||
face_obj1.Length = 20 | ||
face_obj2 = doc.addObject('Part::Plane', 'Face2') | ||
face_obj2.Width = 10 | ||
face_obj2.Length = 20 | ||
face_obj2.Placement.Base = (20, 0, 0) | ||
face_obj3 = doc.addObject('Part::Plane', 'Face3') | ||
face_obj3.Width = 10 | ||
face_obj3.Length = 20 | ||
face_obj3.Placement.Base = (40, 0, 0) | ||
face_obj4 = doc.addObject('Part::Plane', 'Face4') | ||
face_obj4.Width = 10 | ||
face_obj4.Length = 20 | ||
face_obj4.Placement.Base = (60, 0, 0) | ||
face_obj5 = doc.addObject('Part::Plane', 'Face5') | ||
face_obj5.Width = 10 | ||
face_obj5.Length = 20 | ||
face_obj5.Placement.Base = (80, 0, 0) | ||
doc.recompute() | ||
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# make a Shell out of the facees, to be able to remesh with GUI | ||
geom_obj = doc.addObject("Part::MultiFuse", "Fusion") | ||
geom_obj.Shapes = [face_obj1, face_obj2, face_obj3, face_obj4, face_obj5] | ||
if FreeCAD.GuiUp: | ||
face_obj1.ViewObject.hide() | ||
face_obj2.ViewObject.hide() | ||
face_obj3.ViewObject.hide() | ||
face_obj4.ViewObject.hide() | ||
face_obj5.ViewObject.hide() | ||
doc.recompute() | ||
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if FreeCAD.GuiUp: | ||
geom_obj.ViewObject.Document.activeView().viewAxonometric() | ||
geom_obj.ViewObject.Document.activeView().fitAll() | ||
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# analysis | ||
analysis = ObjectsFem.makeAnalysis(doc, "Analysis") | ||
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# solver | ||
if solvertype == "calculix": | ||
solver_object = analysis.addObject( | ||
ObjectsFem.makeSolverCalculix(doc, "SolverCalculiX") | ||
)[0] | ||
elif solvertype == "ccxtools": | ||
solver_object = analysis.addObject( | ||
ObjectsFem.makeSolverCalculixCcxTools(doc, "CalculiXccxTools") | ||
)[0] | ||
solver_object.WorkingDir = u"" | ||
else: | ||
FreeCAD.Console.PrintWarning( | ||
"Not known or not supported solver type: {}. " | ||
"No solver object was created.\n".format(solvertype) | ||
) | ||
if solvertype == "calculix" or solvertype == "ccxtools": | ||
solver_object.SplitInputWriter = False | ||
solver_object.AnalysisType = "static" | ||
solver_object.GeometricalNonlinearity = "linear" | ||
solver_object.ThermoMechSteadyState = False | ||
solver_object.MatrixSolverType = "default" | ||
solver_object.IterationsControlParameterTimeUse = False | ||
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# shell thickness | ||
analysis.addObject( | ||
ObjectsFem.makeElementGeometry2D(doc, 10, 'ShellThickness') | ||
) | ||
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# materials | ||
# material1 | ||
material_object1 = analysis.addObject( | ||
ObjectsFem.makeMaterialSolid(doc, 'FemMaterial1') | ||
)[0] | ||
material_object1.References = [(doc.Face3, "Face1")] | ||
mat = material_object1.Material | ||
mat['Name'] = "Concrete-Generic" | ||
mat['YoungsModulus'] = "32000 MPa" | ||
mat['PoissonRatio'] = "0.17" | ||
mat['Density'] = "0 kg/m^3" | ||
material_object1.Material = mat | ||
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# material2 | ||
material_object2 = analysis.addObject( | ||
ObjectsFem.makeMaterialSolid(doc, 'FemMaterial2') | ||
)[0] | ||
material_object2.References = [ | ||
(doc.Face2, "Face1"), | ||
(doc.Face4, "Face1") | ||
] | ||
mat = material_object2.Material | ||
mat['Name'] = "PLA" | ||
mat['YoungsModulus'] = "3640 MPa" | ||
mat['PoissonRatio'] = "0.36" | ||
mat['Density'] = "0 kg/m^3" | ||
material_object2.Material = mat | ||
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# material3 | ||
material_object3 = analysis.addObject( | ||
ObjectsFem.makeMaterialSolid(doc, 'FemMaterial3') | ||
)[0] | ||
material_object3.References = [] | ||
mat = material_object3.Material | ||
mat['Name'] = "Steel-Generic" | ||
mat['YoungsModulus'] = "200000 MPa" | ||
mat['PoissonRatio'] = "0.30" | ||
mat['Density'] = "7900 kg/m^3" | ||
material_object3.Material = mat | ||
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# fixed_constraint | ||
fixed_constraint = analysis.addObject( | ||
ObjectsFem.makeConstraintFixed(doc, name="ConstraintFixed") | ||
)[0] | ||
fixed_constraint.References = [ | ||
(doc.Face1, "Edge1"), | ||
(doc.Face5, "Edge3") | ||
] | ||
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# force_constraint | ||
force_constraint = analysis.addObject( | ||
ObjectsFem.makeConstraintForce(doc, name="ConstraintForce") | ||
)[0] | ||
force_constraint.References = [ | ||
(doc.Face1, "Edge4"), | ||
(doc.Face2, "Edge4"), | ||
(doc.Face3, "Edge4"), | ||
(doc.Face4, "Edge4"), | ||
(doc.Face5, "Edge4") | ||
] | ||
force_constraint.Force = 10000.00 | ||
force_constraint.Direction = (doc.Face1, ["Edge1"]) | ||
force_constraint.Reversed = True | ||
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# mesh | ||
from .meshes.mesh_multibodybeam_tria6 import create_nodes, create_elements | ||
fem_mesh = Fem.FemMesh() | ||
control = create_nodes(fem_mesh) | ||
if not control: | ||
FreeCAD.Console.PrintError("Error on creating nodes.\n") | ||
control = create_elements(fem_mesh) | ||
if not control: | ||
FreeCAD.Console.PrintError("Error on creating elements.\n") | ||
femmesh_obj = analysis.addObject( | ||
ObjectsFem.makeMeshGmsh(doc, mesh_name) | ||
)[0] | ||
femmesh_obj.FemMesh = fem_mesh | ||
femmesh_obj.Part = geom_obj | ||
femmesh_obj.SecondOrderLinear = False | ||
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doc.recompute() | ||
return doc |
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