FEM: examples, add shell contact

This commit is contained in:
Bernd Hahnebach
2020-01-14 13:18:14 +01:00
parent cac66de2a7
commit cb8feb0d0b
4 changed files with 23188 additions and 0 deletions

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@@ -37,6 +37,7 @@ SET(FemExamples_SRCS
femexamples/__init__.py
femexamples/boxanalysis.py
femexamples/ccx_cantilever_std.py
femexamples/contact_shell_shell.py
femexamples/manager.py
femexamples/material_multiple_twoboxes.py
femexamples/material_nl_platewithhole.py
@@ -50,6 +51,7 @@ SET(FemExampleMeshes_SRCS
femexamples/meshes/mesh_boxanalysis_tetra10.py
femexamples/meshes/mesh_boxes_2_vertikal_tetra10.py
femexamples/meshes/mesh_canticcx_tetra10.py
femexamples/meshes/mesh_contact_tube_tube_tria3.py
femexamples/meshes/mesh_rc_wall_2d_tria6.py
femexamples/meshes/mesh_platewithhole_tetra10.py
femexamples/meshes/mesh_thermomech_flow1d_seg3.py

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@@ -0,0 +1,184 @@
# ***************************************************************************
# * 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. *
# * *
# * FreeCAD 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 FreeCAD; if not, write to the Free Software *
# * Foundation, Inc., 59 Temple Place, Suite 330, Boston, MA 02111-1307 *
# * USA *
# * *
# ***************************************************************************
# contact example shell to shell elements
# https://forum.freecadweb.org/viewtopic.php?f=18&t=42228
# based on https://forum.freecadweb.org/viewtopic.php?f=18&t=42228#p359488
import FreeCAD
import ObjectsFem
import Fem
import Part
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 setup(doc=None, solvertype="ccxtools"):
# setup model
if doc is None:
doc = init_doc()
# parts
# TODO turn circle of upper tube to have the line on the other side
# make a boolean fragment of them to be sure there is a mesh point on remesh
# but as long as we do not remesh it works without the boolean fragment too
# tubes
tube_radius = 25
tube_length = 500
sh_lower_circle = Part.Wire(Part.makeCircle(tube_radius))
sh_lower_tube = sh_lower_circle.extrude(FreeCAD.Vector(0, 0, tube_length))
lower_tube = doc.addObject("Part::Feature", "Lower_tube")
lower_tube.Shape = sh_lower_tube
sh_upper_circle = Part.Wire(Part.makeCircle(tube_radius))
sh_upper_tube = sh_upper_circle.extrude(FreeCAD.Vector(0, 0, tube_length))
upper_tube = doc.addObject("Part::Feature", "Upper_tube")
upper_tube.Shape = sh_upper_tube
upper_tube.Placement = FreeCAD.Placement(
FreeCAD.Vector(-25, 51, 475),
FreeCAD.Rotation(90, 0, 90),
FreeCAD.Vector(0, 0, 0),
)
# point for load
v_force_pt = FreeCAD.Vector(0, 76, 475)
sh_force_point = Part.Vertex(v_force_pt)
force_point = doc.addObject("Part::Feature", "Load_place_point")
force_point.Shape = sh_force_point
if FreeCAD.GuiUp:
force_point.ViewObject.PointSize = 10.0
force_point.ViewObject.PointColor = (1.0, 0.0, 0.0)
# line for load direction
sh_load_line = Part.makeLine(v_force_pt, FreeCAD.Vector(0, 150, 475))
load_line = doc.addObject("Part::Feature", "Load_direction_line")
load_line.Shape = sh_load_line
if FreeCAD.GuiUp:
load_line.ViewObject.LineWidth = 5.0
load_line.ViewObject.LineColor = (1.0, 0.0, 0.0)
doc.recompute()
if FreeCAD.GuiUp:
import FreeCADGui
FreeCADGui.ActiveDocument.activeView().viewAxonometric()
FreeCADGui.SendMsgToActiveView("ViewFit")
# 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""
if solvertype == "calculix" or solvertype == "ccxtools":
solver_object.AnalysisType = "static"
solver_object.BeamShellResultOutput3D = True
solver_object.GeometricalNonlinearity = "linear" # really?
# TODO iterations parameter !!!
solver_object.ThermoMechSteadyState = False
solver_object.MatrixSolverType = "default"
solver_object.IterationsControlParameterTimeUse = False
# shell thickness
analysis.addObject(ObjectsFem.makeElementGeometry2D(doc, 0.5, 'ShellThickness'))
# material
material_obj = analysis.addObject(
ObjectsFem.makeMaterialSolid(doc, "MechanicalMaterial")
)[0]
mat = material_obj.Material
mat["Name"] = "AlCuMgPb"
mat["YoungsModulus"] = "72000 MPa"
mat["PoissonRatio"] = "0.30"
material_obj.Material = mat
analysis.addObject(material_obj)
# fixed_constraint
fixed_constraint = analysis.addObject(
ObjectsFem.makeConstraintFixed(doc, "ConstraintFixed")
)[0]
fixed_constraint.References = [
(lower_tube, "Edge2"),
(upper_tube, "Edge3"),
]
# force_constraint
force_constraint = doc.Analysis.addObject(
ObjectsFem.makeConstraintForce(doc, name="ConstraintForce")
)[0]
# TODO use point of tube boolean fragment
force_constraint.References = [(force_point, "Vertex1")]
force_constraint.Force = 5000.0
force_constraint.Direction = (load_line, ["Edge1"])
force_constraint.Reversed = True
# contact constraint
contact_constraint = doc.Analysis.addObject(
ObjectsFem.makeConstraintContact(doc, name="ConstraintContact")
)[0]
contact_constraint.References = [
(lower_tube, "Face1"),
(upper_tube, "Face1"),
]
contact_constraint.Friction = 0.0
# contact_constrsh_aint.Slope = "1000000.0 kg/(mm*s^2)" # contact stiffness
contact_constraint.Slope = 1000000.0 # should be 1000000.0 kg/(mm*s^2)
# mesh
from .meshes.mesh_contact_tube_tube_tria3 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(
doc.addObject("Fem::FemMeshObject", mesh_name)
)[0]
femmesh_obj.FemMesh = fem_mesh
doc.recompute()
return doc
"""
from femexamples import contact_shell_shell as shellcontact
shellcontact.setup()
"""

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@@ -148,6 +148,21 @@ def run_ccx_cantileverprescribeddisplacement(solver=None, base_name=None):
return doc
def run_contact_shell_shell(solver=None, base_name=None):
from .contact_shell_shell import setup
doc = setup()
if base_name is None:
base_name = "Contact_Shell_Shell"
if solver is not None:
base_name += "_" + solver
run_analysis(doc, base_name)
doc.recompute()
return doc
def run_material_multiple_twoboxes(solver=None, base_name=None):
from .material_multiple_twoboxes import setup
@@ -246,6 +261,7 @@ doc = run_boxanalysisfrequency()
doc = run_ccx_cantileverfaceload()
doc = run_ccx_cantilevernodeload()
doc = run_ccx_cantileverprescribeddisplacement()
doc = run_contact_shell_shell()
doc = run_material_nl_platewithhole()
doc = run_material_multiple_twoboxes()
doc = run_rcwall2d()

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