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create/src/Mod/Fem/femexamples/constraint_contact_solid_solid.py

206 lines
7.4 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 Rotation
from FreeCAD import Vector
import Part
import Fem
import ObjectsFem
from . import manager
from .manager import get_meshname
from .manager import init_doc
def get_information():
return {
"name": "Constraint Contact Solid Solid",
"meshtype": "solid",
"meshelement": "Tet10",
"constraints": ["fixed", "pressure", "contact"],
"solvers": ["ccxtools"],
"material": "solid",
"equations": ["mechanical"],
}
def get_explanation(header=""):
return (
header
+ """
To run the example from Python console use:
from femexamples.constraint_contact_solid_solid import setup
setup()
See forum topic post:
https://forum.freecad.org/viewtopic.php?f=18&t=20276
constraint contact for solid to solid mesh
"""
)
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
# bottom box
bottom_box_obj = doc.addObject("Part::Box", "BottomBox")
bottom_box_obj.Length = 100
bottom_box_obj.Width = 25
bottom_box_obj.Height = 500
bottom_box_obj.Placement = FreeCAD.Placement(
Vector(186, 0, -247),
Rotation(0, 0, 0),
Vector(0, 0, 0),
)
doc.recompute()
# top half cylinder, https://forum.freecad.org/viewtopic.php?f=18&t=43001#p366111
top_halfcyl_obj = doc.addObject("Part::Cylinder", "TopHalfCylinder")
top_halfcyl_obj.Radius = 30
top_halfcyl_obj.Height = 500
top_halfcyl_obj.Angle = 180
top_halfcyl_sh = Part.getShape(top_halfcyl_obj, "", needSubElement=False, refine=True)
top_halfcyl_obj.Shape = top_halfcyl_sh
top_halfcyl_obj.Placement = FreeCAD.Placement(
Vector(0, -42, 0),
Rotation(0, 90, 0),
Vector(0, 0, 0),
)
doc.recompute()
# all geom fusion
geom_obj = doc.addObject("Part::MultiFuse", "AllGeomFusion")
geom_obj.Shapes = [bottom_box_obj, top_halfcyl_obj]
geom_obj.Refine = True
if FreeCAD.GuiUp:
bottom_box_obj.ViewObject.hide()
top_halfcyl_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 = ""
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
"""
# solver parameter from fandaL, but they are not needed (see forum topic)
solver_obj.IterationsControlParameterTimeUse = True
solver_obj.IterationsControlParameterCutb = '0.25,0.5,0.75,0.85,,,1.5,'
solver_obj.IterationsControlParameterIter = '4,8,9,200,10,400,,200,,'
solver_obj.IterationsUserDefinedTimeStepLength = True
solver_obj.TimeInitialStep = 0.1
solver_obj.TimeEnd = 1.0
solver_obj.IterationsUserDefinedIncrementations = True # parameter DIRECT
"""
analysis.addObject(solver_obj)
# material
material_obj = ObjectsFem.makeMaterialSolid(doc, "MechanicalMaterial")
mat = material_obj.Material
mat["Name"] = "Steel-Generic"
mat["YoungsModulus"] = "200000 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, "Face5"),
(geom_obj, "Face6"),
(geom_obj, "Face8"),
(geom_obj, "Face9"),
]
analysis.addObject(con_fixed)
# constraint pressure
con_pressure = ObjectsFem.makeConstraintPressure(doc, "ConstraintPressure")
con_pressure.References = [(geom_obj, "Face10")]
con_pressure.Pressure = "100.0 MPa"
con_pressure.Reversed = False
analysis.addObject(con_pressure)
# constraint contact
con_contact = ObjectsFem.makeConstraintContact(doc, "ConstraintContact")
con_contact.References = [
(geom_obj, "Face7"), # first seems slave face, TODO proof in writer code!
(geom_obj, "Face3"), # second seems master face, TODO proof in writer code!
]
con_contact.Friction = False
con_contact.Slope = "1000000.0 GPa/m"
analysis.addObject(con_contact)
# mesh
from .meshes.mesh_contact_box_halfcylinder_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.Shape = geom_obj
femmesh_obj.SecondOrderLinear = False
doc.recompute()
return doc