FEM: calculix writer, move write footer and step in separate modules

Bitte geben Sie eine Commit-Beschreibung für Ihre Änderungen ein. Zeilen,
This commit is contained in:
Bernd Hahnebach
2021-07-12 21:16:06 +02:00
parent 20dd86011c
commit a8b14fa803
5 changed files with 298 additions and 198 deletions

View File

@@ -202,6 +202,9 @@ SET(FemSolverCalculix_SRCS
femsolver/calculix/write_constraint_temperature.py
femsolver/calculix/write_constraint_tie.py
femsolver/calculix/write_constraint_transform.py
femsolver/calculix/write_footer.py
femsolver/calculix/write_step_equation.py
femsolver/calculix/write_step_output.py
femsolver/calculix/writer.py
)

View File

@@ -0,0 +1,54 @@
# ***************************************************************************
# * 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 *
# * *
# ***************************************************************************
__title__ = "FreeCAD FEM calculix write inpfile footer"
__author__ = "Bernd Hahnebach"
__url__ = "https://www.freecadweb.org"
import os
import time
def write_footer(f, ccxwriter):
f.write("\n{}\n".format(59 * "*"))
f.write("** CalculiX Input file\n")
f.write("** written by --> FreeCAD {}.{}.{}\n".format(
ccxwriter.fc_ver[0],
ccxwriter.fc_ver[1],
ccxwriter.fc_ver[2]
))
f.write("** written on --> {}\n".format(
time.ctime()
))
f.write("** file name --> {}\n".format(
os.path.basename(ccxwriter.document.FileName)
))
f.write("** analysis name --> {}\n".format(
ccxwriter.analysis.Name
))
f.write("**\n")
f.write("**\n")
f.write(ccxwriter.units_information)
f.write("**\n")

View File

@@ -0,0 +1,153 @@
# ***************************************************************************
# * 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 *
# * *
# ***************************************************************************
__title__ = "FreeCAD FEM calculix write inpfile step equation"
__author__ = "Bernd Hahnebach"
__url__ = "https://www.freecadweb.org"
import FreeCAD
def write_step_equation(f, ccxwriter):
f.write("\n{}\n".format(59 * "*"))
f.write("** At least one step is needed to run an CalculiX analysis of FreeCAD\n")
# build STEP line
step = "*STEP"
if ccxwriter.solver_obj.GeometricalNonlinearity == "nonlinear":
if ccxwriter.analysis_type == "static" or ccxwriter.analysis_type == "thermomech":
# https://www.comsol.com/blogs/what-is-geometric-nonlinearity
step += ", NLGEOM"
elif ccxwriter.analysis_type == "frequency":
FreeCAD.Console.PrintMessage(
"Analysis type frequency and geometrical nonlinear "
"analysis are not allowed together, linear is used instead!\n"
)
if ccxwriter.solver_obj.IterationsThermoMechMaximum:
if ccxwriter.analysis_type == "thermomech":
step += ", INC={}".format(ccxwriter.solver_obj.IterationsThermoMechMaximum)
elif (
ccxwriter.analysis_type == "static"
or ccxwriter.analysis_type == "frequency"
or ccxwriter.analysis_type == "buckling"
):
# parameter is for thermomechanical analysis only, see ccx manual *STEP
pass
# write STEP line
f.write(step + "\n")
# CONTROLS line
# all analysis types, ... really in frequency too?!?
if ccxwriter.solver_obj.IterationsControlParameterTimeUse:
f.write("*CONTROLS, PARAMETERS=TIME INCREMENTATION\n")
f.write(ccxwriter.solver_obj.IterationsControlParameterIter + "\n")
f.write(ccxwriter.solver_obj.IterationsControlParameterCutb + "\n")
# ANALYSIS type line
# analysis line --> analysis type
if ccxwriter.analysis_type == "static":
analysis_type = "*STATIC"
elif ccxwriter.analysis_type == "frequency":
analysis_type = "*FREQUENCY"
elif ccxwriter.analysis_type == "thermomech":
analysis_type = "*COUPLED TEMPERATURE-DISPLACEMENT"
elif ccxwriter.analysis_type == "check":
analysis_type = "*NO ANALYSIS"
elif ccxwriter.analysis_type == "buckling":
analysis_type = "*BUCKLE"
# analysis line --> solver type
# https://forum.freecadweb.org/viewtopic.php?f=18&t=43178
if ccxwriter.solver_obj.MatrixSolverType == "default":
pass
elif ccxwriter.solver_obj.MatrixSolverType == "spooles":
analysis_type += ", SOLVER=SPOOLES"
elif ccxwriter.solver_obj.MatrixSolverType == "iterativescaling":
analysis_type += ", SOLVER=ITERATIVE SCALING"
elif ccxwriter.solver_obj.MatrixSolverType == "iterativecholesky":
analysis_type += ", SOLVER=ITERATIVE CHOLESKY"
# analysis line --> user defined incrementations --> parameter DIRECT
# --> completely switch off ccx automatic incrementation
if ccxwriter.solver_obj.IterationsUserDefinedIncrementations:
if ccxwriter.analysis_type == "static":
analysis_type += ", DIRECT"
elif ccxwriter.analysis_type == "thermomech":
analysis_type += ", DIRECT"
elif ccxwriter.analysis_type == "frequency":
FreeCAD.Console.PrintMessage(
"Analysis type frequency and IterationsUserDefinedIncrementations "
"are not allowed together, it is ignored\n"
)
# analysis line --> steadystate --> thermomech only
if ccxwriter.solver_obj.ThermoMechSteadyState:
# bernd: I do not know if STEADY STATE is allowed with DIRECT
# but since time steps are 1.0 it makes no sense IMHO
if ccxwriter.analysis_type == "thermomech":
analysis_type += ", STEADY STATE"
# Set time to 1 and ignore user inputs for steady state
ccxwriter.solver_obj.TimeInitialStep = 1.0
ccxwriter.solver_obj.TimeEnd = 1.0
elif (
ccxwriter.analysis_type == "static"
or ccxwriter.analysis_type == "frequency"
or ccxwriter.analysis_type == "buckling"
):
pass # not supported for static and frequency!
# ANALYSIS parameter line
analysis_parameter = ""
if ccxwriter.analysis_type == "static" or ccxwriter.analysis_type == "check":
if ccxwriter.solver_obj.IterationsUserDefinedIncrementations is True \
or ccxwriter.solver_obj.IterationsUserDefinedTimeStepLength is True:
analysis_parameter = "{},{}".format(
ccxwriter.solver_obj.TimeInitialStep,
ccxwriter.solver_obj.TimeEnd
)
elif ccxwriter.analysis_type == "frequency":
if ccxwriter.solver_obj.EigenmodeLowLimit == 0.0 \
and ccxwriter.solver_obj.EigenmodeHighLimit == 0.0:
analysis_parameter = "{}\n".format(ccxwriter.solver_obj.EigenmodesCount)
else:
analysis_parameter = "{},{},{}\n".format(
ccxwriter.solver_obj.EigenmodesCount,
ccxwriter.solver_obj.EigenmodeLowLimit,
ccxwriter.solver_obj.EigenmodeHighLimit
)
elif ccxwriter.analysis_type == "thermomech":
# OvG: 1.0 increment, total time 1 for steady state will cut back automatically
analysis_parameter = "{},{}".format(
ccxwriter.solver_obj.TimeInitialStep,
ccxwriter.solver_obj.TimeEnd
)
elif ccxwriter.analysis_type == "buckling":
analysis_parameter = "{}\n".format(ccxwriter.solver_obj.BucklingFactors)
# write analysis type line, analysis parameter line
f.write(analysis_type + "\n")
f.write(analysis_parameter + "\n")
def write_step_end(f, ccxwriter):
f.write("\n{}\n".format(59 * "*"))
f.write("*END STEP \n")

View File

@@ -0,0 +1,79 @@
# ***************************************************************************
# * 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 *
# * *
# ***************************************************************************
__title__ = "FreeCAD FEM calculix write inpfile step output"
__author__ = "Bernd Hahnebach"
__url__ = "https://www.freecadweb.org"
def write_step_output(f, ccxwriter):
f.write("\n{}\n".format(59 * "*"))
f.write("** Outputs --> frd file\n")
if (
ccxwriter.beamsection_objects
or ccxwriter.shellthickness_objects
or ccxwriter.fluidsection_objects
):
if ccxwriter.solver_obj.BeamShellResultOutput3D is False:
f.write("*NODE FILE, OUTPUT=2d\n")
else:
f.write("*NODE FILE, OUTPUT=3d\n")
else:
f.write("*NODE FILE\n")
# MPH write out nodal temperatures if thermomechanical
if ccxwriter.analysis_type == "thermomech":
if not ccxwriter.fluidsection_objects:
f.write("U, NT\n")
else:
f.write("MF, PS\n")
else:
f.write("U\n")
if not ccxwriter.fluidsection_objects:
f.write("*EL FILE\n")
if ccxwriter.solver_obj.MaterialNonlinearity == "nonlinear":
f.write("S, E, PEEQ\n")
else:
f.write("S, E\n")
# dat file
# reaction forces: freecadweb.org/tracker/view.php?id=2934
if ccxwriter.fixed_objects:
f.write("** outputs --> dat file\n")
# reaction forces for all Constraint fixed
f.write("** reaction forces for Constraint fixed\n")
for femobj in ccxwriter.fixed_objects:
# femobj --> dict, FreeCAD document object is femobj["Object"]
fix_obj_name = femobj["Object"].Name
f.write("*NODE PRINT, NSET={}, TOTALS=ONLY\n".format(fix_obj_name))
f.write("RF\n")
# TODO: add Constraint Displacement if nodes are restrained
f.write("\n")
# there is no need to write all integration point results
# as long as there is no reader for them
# see https://forum.freecadweb.org/viewtopic.php?f=18&t=29060
# f.write("*NODE PRINT , NSET=" + ccxwriter.ccx_nall + "\n")
# f.write("U \n")
# f.write("*EL PRINT , ELSET=" + ccxwriter.ccx_eall + "\n")
# f.write("S \n")

View File

@@ -30,7 +30,6 @@ __url__ = "https://www.freecadweb.org"
# @{
import codecs
import os
import six
import time
from os.path import join
@@ -53,6 +52,9 @@ from . import write_constraint_selfweight as con_selfweight
from . import write_constraint_temperature as con_temperature
from . import write_constraint_tie as con_tie
from . import write_constraint_transform as con_transform
from . import write_footer
from . import write_step_equation
from . import write_step_output
from .. import writerbase
from femmesh import meshtools
from femtools import constants
@@ -111,6 +113,7 @@ class FemInputWriterCcx(writerbase.FemInputWriter):
self.file_name = self.include + ".inp"
self.femmesh_file = "" # the file the femmesh is in, no matter if one or split input file
self.gravity = int(Units.Quantity(constants.gravity()).getValueAs("mm/s^2")) # 9820 mm/s2
self.units_information = units_information
# ********************************************************************************************
# write calculix input
@@ -193,8 +196,8 @@ class FemInputWriterCcx(writerbase.FemInputWriter):
self.write_constraints_data(inpfile, self.tie_objects, con_tie)
self.write_constraints_data(inpfile, self.transform_objects, con_transform)
# step begin
self.write_step_begin(inpfile)
# step equation
write_step_equation.write_step_equation(inpfile, self)
# constraints dependent from steps
self.write_constraints_data(inpfile, self.fixed_objects, con_fixed)
@@ -209,11 +212,11 @@ class FemInputWriterCcx(writerbase.FemInputWriter):
con_fluidsection.write_constraints_fluidsection(inpfile, self)
# output and step end
self.write_outputs_types(inpfile)
self.write_step_end(inpfile)
write_step_output.write_step_output(inpfile, self)
write_step_equation.write_step_end(inpfile, self)
# footer
self.write_footer(inpfile)
write_footer.write_footer(inpfile, self)
inpfile.close()
# ********************************************************************************************
@@ -337,198 +340,6 @@ class FemInputWriterCcx(writerbase.FemInputWriter):
if write_after != "":
f.write(write_after)
# ********************************************************************************************
# step begin and end
def write_step_begin(self, f):
f.write("\n***********************************************************\n")
f.write("** At least one step is needed to run an CalculiX analysis of FreeCAD\n")
# STEP line
step = "*STEP"
if self.solver_obj.GeometricalNonlinearity == "nonlinear":
if self.analysis_type == "static" or self.analysis_type == "thermomech":
# https://www.comsol.com/blogs/what-is-geometric-nonlinearity
step += ", NLGEOM"
elif self.analysis_type == "frequency":
FreeCAD.Console.PrintMessage(
"Analysis type frequency and geometrical nonlinear "
"analysis are not allowed together, linear is used instead!\n"
)
if self.solver_obj.IterationsThermoMechMaximum:
if self.analysis_type == "thermomech":
step += ", INC={}".format(self.solver_obj.IterationsThermoMechMaximum)
elif (
self.analysis_type == "static"
or self.analysis_type == "frequency"
or self.analysis_type == "buckling"
):
# parameter is for thermomechanical analysis only, see ccx manual *STEP
pass
# write step line
f.write(step + "\n")
# CONTROLS line
# all analysis types, ... really in frequency too?!?
if self.solver_obj.IterationsControlParameterTimeUse:
f.write("*CONTROLS, PARAMETERS=TIME INCREMENTATION\n")
f.write(self.solver_obj.IterationsControlParameterIter + "\n")
f.write(self.solver_obj.IterationsControlParameterCutb + "\n")
# ANALYSIS type line
# analysis line --> analysis type
if self.analysis_type == "static":
analysis_type = "*STATIC"
elif self.analysis_type == "frequency":
analysis_type = "*FREQUENCY"
elif self.analysis_type == "thermomech":
analysis_type = "*COUPLED TEMPERATURE-DISPLACEMENT"
elif self.analysis_type == "check":
analysis_type = "*NO ANALYSIS"
elif self.analysis_type == "buckling":
analysis_type = "*BUCKLE"
# analysis line --> solver type
# https://forum.freecadweb.org/viewtopic.php?f=18&t=43178
if self.solver_obj.MatrixSolverType == "default":
pass
elif self.solver_obj.MatrixSolverType == "spooles":
analysis_type += ", SOLVER=SPOOLES"
elif self.solver_obj.MatrixSolverType == "iterativescaling":
analysis_type += ", SOLVER=ITERATIVE SCALING"
elif self.solver_obj.MatrixSolverType == "iterativecholesky":
analysis_type += ", SOLVER=ITERATIVE CHOLESKY"
# analysis line --> user defined incrementations --> parameter DIRECT
# --> completely switch off ccx automatic incrementation
if self.solver_obj.IterationsUserDefinedIncrementations:
if self.analysis_type == "static":
analysis_type += ", DIRECT"
elif self.analysis_type == "thermomech":
analysis_type += ", DIRECT"
elif self.analysis_type == "frequency":
FreeCAD.Console.PrintMessage(
"Analysis type frequency and IterationsUserDefinedIncrementations "
"are not allowed together, it is ignored\n"
)
# analysis line --> steadystate --> thermomech only
if self.solver_obj.ThermoMechSteadyState:
# bernd: I do not know if STEADY STATE is allowed with DIRECT
# but since time steps are 1.0 it makes no sense IMHO
if self.analysis_type == "thermomech":
analysis_type += ", STEADY STATE"
# Set time to 1 and ignore user inputs for steady state
self.solver_obj.TimeInitialStep = 1.0
self.solver_obj.TimeEnd = 1.0
elif (
self.analysis_type == "static"
or self.analysis_type == "frequency"
or self.analysis_type == "buckling"
):
pass # not supported for static and frequency!
# ANALYSIS parameter line
analysis_parameter = ""
if self.analysis_type == "static" or self.analysis_type == "check":
if self.solver_obj.IterationsUserDefinedIncrementations is True \
or self.solver_obj.IterationsUserDefinedTimeStepLength is True:
analysis_parameter = "{},{}".format(
self.solver_obj.TimeInitialStep,
self.solver_obj.TimeEnd
)
elif self.analysis_type == "frequency":
if self.solver_obj.EigenmodeLowLimit == 0.0 \
and self.solver_obj.EigenmodeHighLimit == 0.0:
analysis_parameter = "{}\n".format(self.solver_obj.EigenmodesCount)
else:
analysis_parameter = "{},{},{}\n".format(
self.solver_obj.EigenmodesCount,
self.solver_obj.EigenmodeLowLimit,
self.solver_obj.EigenmodeHighLimit
)
elif self.analysis_type == "thermomech":
# OvG: 1.0 increment, total time 1 for steady state will cut back automatically
analysis_parameter = "{},{}".format(
self.solver_obj.TimeInitialStep,
self.solver_obj.TimeEnd
)
elif self.analysis_type == "buckling":
analysis_parameter = "{}\n".format(self.solver_obj.BucklingFactors)
# write analysis type line, analysis parameter line
f.write(analysis_type + "\n")
f.write(analysis_parameter + "\n")
def write_step_end(self, f):
f.write("\n***********************************************************\n")
f.write("*END STEP \n")
# ********************************************************************************************
# output types
def write_outputs_types(self, f):
f.write("\n***********************************************************\n")
f.write("** Outputs --> frd file\n")
if self.beamsection_objects or self.shellthickness_objects or self.fluidsection_objects:
if self.solver_obj.BeamShellResultOutput3D is False:
f.write("*NODE FILE, OUTPUT=2d\n")
else:
f.write("*NODE FILE, OUTPUT=3d\n")
else:
f.write("*NODE FILE\n")
# MPH write out nodal temperatures if thermomechanical
if self.analysis_type == "thermomech":
if not self.fluidsection_objects:
f.write("U, NT\n")
else:
f.write("MF, PS\n")
else:
f.write("U\n")
if not self.fluidsection_objects:
f.write("*EL FILE\n")
if self.solver_obj.MaterialNonlinearity == "nonlinear":
f.write("S, E, PEEQ\n")
else:
f.write("S, E\n")
# dat file
# reaction forces: freecadweb.org/tracker/view.php?id=2934
if self.fixed_objects:
f.write("** outputs --> dat file\n")
# reaction forces for all Constraint fixed
f.write("** reaction forces for Constraint fixed\n")
for femobj in self.fixed_objects:
# femobj --> dict, FreeCAD document object is femobj["Object"]
fix_obj_name = femobj["Object"].Name
f.write("*NODE PRINT, NSET={}, TOTALS=ONLY\n".format(fix_obj_name))
f.write("RF\n")
# TODO: add Constraint Displacement if nodes are restrained
f.write("\n")
# there is no need to write all integration point results
# as long as there is no reader for them
# see https://forum.freecadweb.org/viewtopic.php?f=18&t=29060
# f.write("*NODE PRINT , NSET=" + self.ccx_nall + "\n")
# f.write("U \n")
# f.write("*EL PRINT , ELSET=" + self.ccx_eall + "\n")
# f.write("S \n")
# ********************************************************************************************
# footer
def write_footer(self, f):
f.write("\n***********************************************************\n")
f.write("** CalculiX Input file\n")
f.write("** written by --> FreeCAD {}.{}.{}\n".format(
self.fc_ver[0],
self.fc_ver[1],
self.fc_ver[2]
))
f.write("** written on --> {}\n".format(
time.ctime()
))
f.write("** file name --> {}\n".format(
os.path.basename(self.document.FileName)
))
f.write("** analysis name --> {}\n".format(
self.analysis.Name
))
f.write("**\n")
f.write("**\n")
f.write(units_information)
f.write("**\n")
# ********************************************************************************************
# material and fem element geometry
# def write_element_sets_material_and_femelement_geometry(self, f):