Files
create/src/Mod/Fem/femexamples/constraint_tie.py
lyphrowny f6ababfdb4 FEM: Fix cxx typo and remove calculix from solvers tab in examples (#12876)
* FEM: remove calculix from solvers

* FEM: remove calculix from joint with ccxtools if branches

* FEM: remove calculix from its if

* FEM: fix cxx typo in translations

* FEM: fix cxx typo in classes name

* FEM: fix ccx typo in shortcuts

* FEM: convert FEM_*CcxTools to CamelCase

* FEM: remove tests related to calculix

* FEM: remove test_solver_calculix.py from Fem/CMakeLists.txt

* FEM: convert all 'CalculiXccxTools' to 'CalculiXCcxTools'

* FEM: revert changes in all *_*.ts files

* FEM: convert 'SolverCcxtools' to 'SolverCcxTools'

* FEM: convert remaining 'Ccxtools' to 'CcxTools'
2024-04-01 10:51:23 -05:00

173 lines
6.4 KiB
Python

# ***************************************************************************
# * Copyright (c) 2020 Bernd Hahnebach <bernd@bimstatik.org> *
# * 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 *
# * *
# ***************************************************************************
import FreeCAD
from FreeCAD import Vector
import Part
from BOPTools import SplitFeatures
import Fem
import ObjectsFem
from . import manager
from .manager import get_meshname
from .manager import init_doc
def get_information():
return {
"name": "Constraint Tie",
"meshtype": "solid",
"meshelement": "Tet10",
"constraints": ["fixed", "force", "tie"],
"solvers": ["ccxtools"],
"material": "solid",
"equations": ["mechanical"]
}
def get_explanation(header=""):
return header + """
To run the example from Python console use:
from femexamples.constraint_tie import setup
setup()
See forum topic post:
https://forum.freecad.org/viewtopic.php?f=18&t=42783
constraint tie, bond two surfaces together (solid mesh only)
"""
def setup(doc=None, solvertype="ccxtools"):
# 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
# cones cut
cone_outer_sh = Part.makeCone(1100, 1235, 1005, Vector(0, 0, 0), Vector(0, 0, 1), 359)
cone_inner_sh = Part.makeCone(1050, 1185, 1005, Vector(0, 0, 0), Vector(0, 0, 1), 359)
cone_cut_sh = cone_outer_sh.cut(cone_inner_sh)
cone_cut_obj = doc.addObject("Part::Feature", "Cone_Cut")
cone_cut_obj.Shape = cone_cut_sh
# lines
line_fix_sh = Part.Edge(Part.LineSegment(Vector(0, -1235, 1005), Vector(0, -1185, 1005)))
line_fix_obj = doc.addObject("Part::Feature", "Line_Fix")
line_fix_obj.Shape = line_fix_sh
line_force_sh = Part.Edge(Part.LineSegment(Vector(0, 1185, 1005), Vector(0, 1235, 1005)))
line_force_obj = doc.addObject("Part::Feature", "Line_Force")
line_force_obj.Shape = line_force_sh
geom_obj = SplitFeatures.makeBooleanFragments(name="BooleanFragments")
geom_obj.Objects = [cone_cut_obj, line_fix_obj, line_force_obj]
if FreeCAD.GuiUp:
cone_cut_obj.ViewObject.hide()
line_fix_obj.ViewObject.hide()
line_force_obj.ViewObject.hide()
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 == "ccxtools":
solver_obj = ObjectsFem.makeSolverCalculiXCcxTools(doc, "CalculiXCcxTools")
solver_obj.WorkingDir = u""
else:
FreeCAD.Console.PrintWarning(
"Unknown or unsupported solver type: {}. "
"No solver object was created.\n".format(solvertype)
)
if solvertype == "ccxtools":
solver_obj.AnalysisType = "static"
solver_obj.GeometricalNonlinearity = "linear"
solver_obj.ThermoMechSteadyState = False
solver_obj.MatrixSolverType = "default"
solver_obj.IterationsControlParameterTimeUse = False
solver_obj.SplitInputWriter = False
analysis.addObject(solver_obj)
# material
material_obj = ObjectsFem.makeMaterialSolid(doc, "MechanicalMaterial")
mat = material_obj.Material
mat["Name"] = "Calculix-Steel"
mat["YoungsModulus"] = "210000 MPa"
mat["PoissonRatio"] = "0.30"
material_obj.Material = mat
analysis.addObject(material_obj)
# constraint fixed
con_fixed = ObjectsFem.makeConstraintFixed(doc, "ConstraintFixed")
con_fixed.References = [(geom_obj, "Edge1")]
analysis.addObject(con_fixed)
# constraint force
con_force = ObjectsFem.makeConstraintForce(doc, "ConstraintForce")
con_force.References = [(geom_obj, "Edge2")]
con_force.Force = "10000.0 N" # 10 kN
con_force.Direction = (geom_obj, ["Edge2"])
con_force.Reversed = False
analysis.addObject(con_force)
# constraint tie
con_tie = ObjectsFem.makeConstraintTie(doc, "ConstraintTie")
con_tie.References = [
(geom_obj, "Face5"),
(geom_obj, "Face7"),
]
con_tie.Tolerance = 25.0
analysis.addObject(con_tie)
# mesh
from .meshes.mesh_constraint_tie_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, get_meshname()))[0]
femmesh_obj.FemMesh = fem_mesh
femmesh_obj.Part = geom_obj
femmesh_obj.SecondOrderLinear = False
doc.recompute()
return doc