freecad-cam/Mod/Fem/femexamples/material_multiple_bendingbeam_fivefaces.py
2026-02-01 01:59:24 +01:00

202 lines
7.2 KiB
Python

# ***************************************************************************
# * Copyright (c) 2020 Sudhanshu Dubey <sudhanshu.thethunder@gmail.com> *
# * Copyright (c) 2021 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 *
# * *
# ***************************************************************************
import FreeCAD
import Fem
import ObjectsFem
from . import manager
from .manager import get_meshname
from .manager import init_doc
def get_information():
return {
"name": "Multimaterial bending beam 5 faces",
"meshtype": "face",
"meshelement": "Tria6",
"constraints": ["fixed", "force"],
"solvers": ["ccxtools"],
"material": "multimaterial",
"equations": ["mechanical"],
}
def get_explanation(header=""):
return (
header
+ """
To run the example from Python console use:
from femexamples.material_multiple_bendingbeam_fivefaces import setup
setup()
See forum topic post:
...
"""
)
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
# 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()
# make a Shell out of the faces, 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()
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 = ""
else:
FreeCAD.Console.PrintWarning(
"Unknown or unsupported solver type: {}. "
"No solver object was created.\n".format(solvertype)
)
if solvertype == "ccxtools":
solver_obj.SplitInputWriter = False
solver_obj.AnalysisType = "static"
solver_obj.GeometricalNonlinearity = "linear"
solver_obj.ThermoMechSteadyState = False
solver_obj.MatrixSolverType = "default"
solver_obj.IterationsControlParameterTimeUse = False
analysis.addObject(solver_obj)
# shell thickness
thickness_obj = ObjectsFem.makeElementGeometry2D(doc, 10, "ShellThickness")
analysis.addObject(thickness_obj)
# materials
material_obj1 = ObjectsFem.makeMaterialSolid(doc, "FemMaterial1")
material_obj1.References = [(doc.Face3, "Face1")]
mat = material_obj1.Material
mat["Name"] = "Concrete-Generic"
mat["YoungsModulus"] = "32000 MPa"
mat["PoissonRatio"] = "0.17"
material_obj1.Material = mat
analysis.addObject(material_obj1)
material_obj2 = ObjectsFem.makeMaterialSolid(doc, "FemMaterial2")
material_obj2.References = [(doc.Face2, "Face1"), (doc.Face4, "Face1")]
mat = material_obj2.Material
mat["Name"] = "PLA"
mat["YoungsModulus"] = "3640 MPa"
mat["PoissonRatio"] = "0.36"
material_obj2.Material = mat
analysis.addObject(material_obj2)
material_obj3 = ObjectsFem.makeMaterialSolid(doc, "FemMaterial3")
material_obj3.References = []
mat = material_obj3.Material
mat["Name"] = "Steel-Generic"
mat["YoungsModulus"] = "200000 MPa"
mat["PoissonRatio"] = "0.30"
material_obj3.Material = mat
analysis.addObject(material_obj3)
# constraint fixed
con_fixed = ObjectsFem.makeConstraintFixed(doc, "ConstraintFixed")
con_fixed.References = [(doc.Face1, "Edge1"), (doc.Face5, "Edge3")]
analysis.addObject(con_fixed)
# constraint force
con_force = ObjectsFem.makeConstraintForce(doc, "ConstraintForce")
con_force.References = [
(doc.Face1, "Edge4"),
(doc.Face2, "Edge4"),
(doc.Face3, "Edge4"),
(doc.Face4, "Edge4"),
(doc.Face5, "Edge4"),
]
con_force.Force = "10000.00 N"
con_force.Direction = (doc.Face1, ["Edge1"])
con_force.Reversed = True
analysis.addObject(con_force)
# 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, get_meshname()))[0]
femmesh_obj.FemMesh = fem_mesh
femmesh_obj.Shape = geom_obj
femmesh_obj.SecondOrderLinear = False
doc.recompute()
return doc