FEM: examples, add constraint transform torque example

This commit is contained in:
Sudhanshu Dubey
2020-06-22 08:49:18 +02:00
committed by Bernd Hahnebach
parent 487005a20c
commit 48d6fa8ea2
3 changed files with 8873 additions and 0 deletions

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@@ -59,6 +59,7 @@ SET(FemExamples_SRCS
femexamples/constraint_selfweight_cantilever.py
femexamples/constraint_tie.py
femexamples/constraint_transform_beam_hinged.py
femexamples/constraint_transform_torque.py
femexamples/examplesgui.py
femexamples/elmer_nonguitutorial01_eigenvalue_of_elastic_beam.py
femexamples/equation_electrostatics_capacitance_two_balls.py
@@ -104,6 +105,7 @@ SET(FemExampleMeshes_SRCS
femexamples/meshes/mesh_thermomech_flow1d_seg3.py
femexamples/meshes/mesh_thermomech_spine_tetra10.py
femexamples/meshes/mesh_transform_beam_hinged_tetra10.py
femexamples/meshes/mesh_transform_torque_tetra10.py
)
SET(FemInOut_SRCS

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@@ -0,0 +1,172 @@
# ***************************************************************************
# * Copyright (c) 2020 Sudhanshu Dubey <sudhanshu.thethunder@gmail.com> *
# * Copyright (c) 2020 Bernd Hahnebach <bernd@bimstatik.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 *
# * *
# ***************************************************************************
# to run the example use:
"""
from femexamples.constraint_transform_torque import setup()
setup()
"""
# constraint transform with a constraint force
# https://forum.freecadweb.org/viewtopic.php?t=19037
# https://forum.freecadweb.org/viewtopic.php?t=18970
import FreeCAD
import Fem
import ObjectsFem
from Part import makeLine
mesh_name = "Mesh" # needs to be Mesh to work with unit tests
def init_doc(doc=None):
if doc is None:
doc = FreeCAD.newDocument()
return doc
def get_information():
info = {"name": "Constraint Transform Torque",
"meshtype": "solid",
"meshelement": "Tet10",
"constraints": ["fixed", "force", "transform"],
"solvers": ["calculix"],
"material": "solid",
"equation": "mechanical"
}
return info
def setup(doc=None, solvertype="ccxtools"):
if doc is None:
doc = init_doc()
# line for load direction
sh_load_line = makeLine(FreeCAD.Vector(0, 0, 0), FreeCAD.Vector(0, 10, 0))
load_line = doc.addObject("Part::Feature", "Load_direction_line")
load_line.Shape = sh_load_line
doc.recompute()
if FreeCAD.GuiUp:
load_line.ViewObject.LineWidth = 5.0
load_line.ViewObject.LineColor = (1.0, 0.0, 0.0)
# geometry object
# name is important because the other method in this module use obj name
cylinder1 = doc.addObject("Part::Cylinder", "Cylinder1")
cylinder1.Height = "50 mm"
cylinder1.Radius = "5 mm"
cylinder2 = doc.addObject("Part::Cylinder", "Cylinder2")
cylinder2.Height = "50 mm"
cylinder2.Radius = "4 mm"
geom_obj = doc.addObject("Part::Cut", "Cut")
geom_obj.Base = cylinder1
geom_obj.Tool = cylinder2
doc.recompute()
if FreeCAD.GuiUp:
geom_obj.ViewObject.Document.activeView().viewAxonometric()
geom_obj.ViewObject.Document.activeView().fitAll()
# analysis
analysis = ObjectsFem.makeAnalysis(doc, "Analysis")
# 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
# material
material_object = analysis.addObject(
ObjectsFem.makeMaterialSolid(doc, "FemMaterial")
)[0]
mat = material_object.Material
mat["Name"] = "CalculiX-Steel"
mat["YoungsModulus"] = "210000 MPa"
mat["PoissonRatio"] = "0.30"
material_object.Material = mat
# constraint fixed
fixed_constraint = analysis.addObject(
ObjectsFem.makeConstraintFixed(doc, name="ConstraintFixed")
)[0]
fixed_constraint.References = [(geom_obj, "Face3")]
# constraint force
force_constraint = doc.Analysis.addObject(
ObjectsFem.makeConstraintForce(doc, name="ConstraintForce")
)[0]
force_constraint.References = [(geom_obj, "Face1")]
force_constraint.Force = 100000.0
force_constraint.Direction = (load_line, ["Edge1"])
force_constraint.Reversed = True
# constraint transform
transform_constraint = doc.Analysis.addObject(
ObjectsFem.makeConstraintTransform(doc, name="ConstraintTransform")
)[0]
transform_constraint.References = [(geom_obj, "Face1")]
transform_constraint.TransformType = "Cylindrical"
transform_constraint.X_rot = 0.0
transform_constraint.Y_rot = 0.0
transform_constraint.Z_rot = 0.0
# mesh
from .meshes.mesh_transform_torque_tetra10 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
doc.recompute()
return doc

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