FEM: split ccxInpWriter in new modules FemInputWriter and FemInputWriterCcx
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@ -97,13 +97,14 @@ SET(FemScripts_SRCS
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_ViewProviderMechanicalMaterial.py
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ccxDatReader.py
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ccxFrdReader.py
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ccxInpWriter.py
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convert2TetGen.py
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Init.py
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InitGui.py
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FemAnalysis.py
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FemCommands.py
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FemBeamSection.py
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FemInputWriter.py
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FemInputWriterCcx.py
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FemMeshTools.py
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FemShellThickness.py
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FemSolverCalculix.py
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@ -16,12 +16,13 @@ INSTALL(
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SelectionObserverFem.py
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TestFem.py
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FemMeshTools.py
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FemTools.py
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FemInputWriter.py
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ccxDatReader.py
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ccxFrdReader.py
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ccxInpWriter.py
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FemTools.py
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FemToolsCcx.py
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FemInputWriterCcx.py
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FemCommands.py
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_CommandFemFromShape.py
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125
src/Mod/Fem/FemInputWriter.py
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125
src/Mod/Fem/FemInputWriter.py
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@ -0,0 +1,125 @@
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# ***************************************************************************
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# * *
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# * Copyright (c) 2016 - Bernd Hahnebach <bernd@bimstatik.org> *
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# * *
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# * This program is free software; you can redistribute it and/or modify *
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# * it under the terms of the GNU Lesser General Public License (LGPL) *
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# * as published by the Free Software Foundation; either version 2 of *
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# * the License, or (at your option) any later version. *
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# * for detail see the LICENCE text file. *
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# * *
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# * This program is distributed in the hope that it will be useful, *
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# * but WITHOUT ANY WARRANTY; without even the implied warranty of *
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# * MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the *
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# * GNU Library General Public License for more details. *
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# * *
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# * You should have received a copy of the GNU Library General Public *
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# * License along with this program; if not, write to the Free Software *
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# * Foundation, Inc., 59 Temple Place, Suite 330, Boston, MA 02111-1307 *
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# * USA *
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# * *
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# ***************************************************************************
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'''
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- next step would be save the constraints node and element data in the in the FreeCAD FEM Mesh Object
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and link them to the appropriate constraint object
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- if the informations are used by the FEM Mesh file exporter FreeCAD would support writing FEM Mesh Groups
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- which is a most needed feature of FEM module
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- smesh supports mesh groups, how about pythonbinding in FreeCAD. Is there somethin implemented allready?
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'''
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__title__ = "FemInputWriter"
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__author__ = "Bernd Hahnebach"
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__url__ = "http://www.freecadweb.org"
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import FreeCAD
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import FemMeshTools
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import os
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class FemInputWriter():
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def __init__(self, analysis_obj, mesh_obj, mat_obj,
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fixed_obj,
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force_obj, pressure_obj,
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displacement_obj,
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beamsection_obj, shellthickness_obj,
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analysis_type, eigenmode_parameters,
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dir_name):
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self.dir_name = dir_name
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self.analysis = analysis_obj
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self.mesh_object = mesh_obj
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self.material_objects = mat_obj
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self.fixed_objects = fixed_obj
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self.force_objects = force_obj
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self.pressure_objects = pressure_obj
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self.displacement_objects = displacement_obj
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if eigenmode_parameters:
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self.no_of_eigenfrequencies = eigenmode_parameters[0]
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self.eigenfrequeny_range_low = eigenmode_parameters[1]
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self.eigenfrequeny_range_high = eigenmode_parameters[2]
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self.analysis_type = analysis_type
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self.beamsection_objects = beamsection_obj
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self.shellthickness_objects = shellthickness_obj
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if not dir_name:
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print('Error: FemInputWriter has no working_dir --> we gone make a temporary one!')
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self.dir_name = FreeCAD.ActiveDocument.TransientDir.replace('\\', '/') + '/FemAnl_' + analysis_obj.Uid[-4:]
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if not os.path.isdir(self.dir_name):
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os.mkdir(self.dir_name)
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self.fc_ver = FreeCAD.Version()
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self.ccx_eall = 'Eall'
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self.ccx_elsets = []
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self.femmesh = self.mesh_object.FemMesh
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self.femnodes_mesh = {}
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self.femelement_table = {}
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def get_constraints_fixed_nodes(self):
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# get nodes
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for femobj in self.fixed_objects: # femobj --> dict, FreeCAD document object is femobj['Object']
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femobj['Nodes'] = FemMeshTools.get_femnodes_by_references(self.femmesh, femobj['Object'].References)
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def get_constraints_displacement_nodes(self):
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# get nodes
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for femobj in self.displacement_objects: # femobj --> dict, FreeCAD document object is femobj['Object']
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femobj['Nodes'] = FemMeshTools.get_femnodes_by_references(self.femmesh, femobj['Object'].References)
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def get_constraints_force_nodeloads(self):
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# check shape type of reference shape
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for femobj in self.force_objects: # femobj --> dict, FreeCAD document object is femobj['Object']
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frc_obj = femobj['Object']
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# in GUI defined frc_obj all ref_shape have the same shape type
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# TODO in FemTools: check if all RefShapes really have the same type an write type to dictionary
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femobj['RefShapeType'] = ''
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if frc_obj.References:
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first_ref_obj = frc_obj.References[0]
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first_ref_shape = first_ref_obj[0].Shape.getElement(first_ref_obj[1])
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femobj['RefShapeType'] = first_ref_shape.ShapeType
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else:
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# frc_obj.References could be empty ! # TODO in FemTools: check
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FreeCAD.Console.PrintError('At least one Force Object has empty References!\n')
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if femobj['RefShapeType'] == 'Vertex':
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#print("load on vertices --> we do not need the femelement_table and femnodes_mesh for node load calculation")
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pass
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elif femobj['RefShapeType'] == 'Face' and FemMeshTools.is_solid_femmesh(self.femmesh) and not FemMeshTools.has_no_face_data(self.femmesh):
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#print("solid_mesh with face data --> we do not need the femelement_table but we need the femnodes_mesh for node load calculation")
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if not self.femnodes_mesh:
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self.femnodes_mesh = self.femmesh.Nodes
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else:
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#print("mesh without needed data --> we need the femelement_table and femnodes_mesh for node load calculation")
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if not self.femnodes_mesh:
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self.femnodes_mesh = self.femmesh.Nodes
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if not self.femelement_table:
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self.femelement_table = FemMeshTools.get_femelement_table(self.femmesh)
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# get node loads
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for femobj in self.force_objects: # femobj --> dict, FreeCAD document object is femobj['Object']
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frc_obj = femobj['Object']
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if frc_obj.Force == 0:
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print(' Warning --> Force = 0')
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if femobj['RefShapeType'] == 'Vertex': # point load on vertieces
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femobj['NodeLoadTable'] = FemMeshTools.get_force_obj_vertex_nodeload_table(self.femmesh, frc_obj)
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elif femobj['RefShapeType'] == 'Edge': # line load on edges
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femobj['NodeLoadTable'] = FemMeshTools.get_force_obj_edge_nodeload_table(self.femmesh, self.femelement_table, self.femnodes_mesh, frc_obj)
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elif femobj['RefShapeType'] == 'Face': # area load on faces
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femobj['NodeLoadTable'] = FemMeshTools.get_force_obj_face_nodeload_table(self.femmesh, self.femelement_table, self.femnodes_mesh, frc_obj)
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@ -22,19 +22,20 @@
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# ***************************************************************************
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__title__ = "FemInputWriterCcx"
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__author__ = "Przemo Firszt, Bernd Hahnebach"
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__url__ = "http://www.freecadweb.org"
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import FreeCAD
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import os
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import sys
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import time
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import FemMeshTools
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import FemInputWriter
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__title__ = "ccxInpWriter"
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__author__ = "Przemo Firszt, Bernd Hahnebach"
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__url__ = "http://www.freecadweb.org"
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class inp_writer:
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class FemInputWriterCcx(FemInputWriter.FemInputWriter):
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def __init__(self, analysis_obj, mesh_obj, mat_obj,
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fixed_obj,
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force_obj, pressure_obj,
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@ -42,32 +43,16 @@ class inp_writer:
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beamsection_obj, shellthickness_obj,
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analysis_type=None, eigenmode_parameters=None,
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dir_name=None):
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self.dir_name = dir_name
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self.analysis = analysis_obj
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self.mesh_object = mesh_obj
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self.material_objects = mat_obj
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self.fixed_objects = fixed_obj
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self.force_objects = force_obj
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self.pressure_objects = pressure_obj
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self.displacement_objects = displacement_obj
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if eigenmode_parameters:
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self.no_of_eigenfrequencies = eigenmode_parameters[0]
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self.eigenfrequeny_range_low = eigenmode_parameters[1]
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self.eigenfrequeny_range_high = eigenmode_parameters[2]
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self.analysis_type = analysis_type
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self.beamsection_objects = beamsection_obj
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self.shellthickness_objects = shellthickness_obj
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if not dir_name:
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self.dir_name = FreeCAD.ActiveDocument.TransientDir.replace('\\', '/') + '/FemAnl_' + analysis_obj.Uid[-4:]
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if not os.path.isdir(self.dir_name):
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os.mkdir(self.dir_name)
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FemInputWriter.FemInputWriter.__init__(self, analysis_obj, mesh_obj, mat_obj,
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fixed_obj,
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force_obj, pressure_obj,
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displacement_obj,
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beamsection_obj, shellthickness_obj,
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analysis_type, eigenmode_parameters,
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dir_name)
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self.file_name = self.dir_name + '/' + self.mesh_object.Name + '.inp'
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self.fc_ver = FreeCAD.Version()
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self.ccx_eall = 'Eall'
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self.ccx_elsets = []
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self.femmesh = self.mesh_object.FemMesh
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self.femnodes_mesh = {}
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self.femelement_table = {}
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print('FemInputWriterCcx --> self.dir_name --> ' + self.dir_name)
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print('FemInputWriterCcx --> self.file_name --> ' + self.file_name)
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def write_calculix_input_file(self):
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self.femmesh.writeABAQUS(self.file_name)
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@ -133,8 +118,7 @@ class inp_writer:
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def write_node_sets_constraints_fixed(self, f):
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# get nodes
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for femobj in self.fixed_objects: # femobj --> dict, FreeCAD document object is femobj['Object']
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femobj['Nodes'] = FemMeshTools.get_femnodes_by_references(self.femmesh, femobj['Object'].References)
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self.get_constraints_fixed_nodes()
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# write nodes to file
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f.write('\n***********************************************************\n')
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f.write('** Node set for fixed constraint\n')
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@ -146,8 +130,7 @@ class inp_writer:
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def write_node_sets_constraints_displacement(self, f):
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# get nodes
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for femobj in self.displacement_objects: # femobj --> dict, FreeCAD document object is femobj['Object']
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femobj['Nodes'] = FemMeshTools.get_femnodes_by_references(self.femmesh, femobj['Object'].References)
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self.get_constraints_displacement_nodes()
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# write nodes to file
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f.write('\n***********************************************************\n')
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f.write('** Node sets for prescribed displacement constraint\n')
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@ -174,8 +157,7 @@ class inp_writer:
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f.write('**FreeCAD material name: ' + mat_info_name + '\n')
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f.write('*MATERIAL, NAME=' + mat_name + '\n')
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f.write('*ELASTIC \n')
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f.write('{}, '.format(YM_in_MPa))
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f.write('{0:.3f}\n'.format(PR))
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f.write('{0}, {1:.3f}\n'.format(YM_in_MPa, PR))
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density = FreeCAD.Units.Quantity(mat_obj.Material['Density'])
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density_in_tone_per_mm3 = float(density.getValueAs('t/mm^3'))
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f.write('*DENSITY \n')
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@ -270,43 +252,8 @@ class inp_writer:
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f.write('\n')
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def write_constraints_force(self, f):
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# check shape type of reference shape
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for femobj in self.force_objects: # femobj --> dict, FreeCAD document object is femobj['Object']
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frc_obj = femobj['Object']
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# in GUI defined frc_obj all ref_shape have the same shape type
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# TODO in FemTools: check if all RefShapes really have the same type an write type to dictionary
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femobj['RefShapeType'] = ''
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if frc_obj.References:
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first_ref_obj = frc_obj.References[0]
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first_ref_shape = first_ref_obj[0].Shape.getElement(first_ref_obj[1])
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femobj['RefShapeType'] = first_ref_shape.ShapeType
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else:
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# frc_obj.References could be empty ! # TODO in FemTools: check
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FreeCAD.Console.PrintError('At least one Force Object has empty References!\n')
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if femobj['RefShapeType'] == 'Vertex':
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#print("load on vertices --> we do not need the femelement_table and femnodes_mesh for node load calculation")
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pass
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elif femobj['RefShapeType'] == 'Face' and FemMeshTools.is_solid_mesh(self.femmesh) and not FemMeshTools.has_no_face_data(self.femmesh):
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#print("solid_mesh with face data --> we do not need the femelement_table but we need the femnodes_mesh for node load calculation")
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if not self.femnodes_mesh:
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self.femnodes_mesh = self.femmesh.Nodes
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else:
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#print("mesh without needed data --> we need the femelement_table and femnodes_mesh for node load calculation")
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if not self.femnodes_mesh:
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self.femnodes_mesh = self.femmesh.Nodes
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if not self.femelement_table:
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self.femelement_table = FemMeshTools.get_femelement_table(self.femmesh)
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# get node loads
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for femobj in self.force_objects: # femobj --> dict, FreeCAD document object is femobj['Object']
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frc_obj = femobj['Object']
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if frc_obj.Force == 0:
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print(' Warning --> Force = 0')
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if femobj['RefShapeType'] == 'Vertex': # point load on vertieces
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femobj['NodeLoadTable'] = FemMeshTools.get_force_obj_vertex_nodeload_table(self.femmesh, frc_obj)
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elif femobj['RefShapeType'] == 'Edge': # line load on edges
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femobj['NodeLoadTable'] = FemMeshTools.get_force_obj_edge_nodeload_table(self.femmesh, self.femelement_table, self.femnodes_mesh, frc_obj)
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elif femobj['RefShapeType'] == 'Face': # area load on faces
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femobj['NodeLoadTable'] = FemMeshTools.get_force_obj_face_nodeload_table(self.femmesh, self.femelement_table, self.femnodes_mesh, frc_obj)
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# check shape type of reference shape and get node loads
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self.get_constraints_force_nodeloads()
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# write node loads to file
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f.write('\n***********************************************************\n')
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f.write('** Node loads\n')
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