/
MechanicalAnalysis.py
746 lines (629 loc) · 33 KB
/
MechanicalAnalysis.py
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#***************************************************************************
#* *
#* Copyright (c) 2013-2015 - Juergen Riegel <FreeCAD@juergen-riegel.net> *
#* *
#* 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 CalculixLib
import FreeCAD
import os
import sys
import tempfile
import time
if FreeCAD.GuiUp:
import FreeCADGui
import FemGui
from PySide import QtCore, QtGui
from PySide.QtCore import Qt
from PySide.QtGui import QApplication
__title__ = "Mechanical Analysis managment"
__author__ = "Juergen Riegel"
__url__ = "http://www.freecadweb.org"
def makeMechanicalAnalysis(name):
'''makeFemAnalysis(name): makes a Fem Analysis object'''
obj = FreeCAD.ActiveDocument.addObject("Fem::FemAnalysisPython",name)
_FemAnalysis(obj)
_ViewProviderFemAnalysis(obj.ViewObject)
#FreeCAD.ActiveDocument.recompute()
return obj
class _CommandNewMechanicalAnalysis:
"the Fem Analysis command definition"
def GetResources(self):
return {'Pixmap': 'Fem_Analysis',
'MenuText': QtCore.QT_TRANSLATE_NOOP("Fem_Analysis","New mechanical analysis"),
'Accel': "A",
'ToolTip': QtCore.QT_TRANSLATE_NOOP("Fem_Analysis","Create a new mechanical analysis")}
def Activated(self):
FreeCAD.ActiveDocument.openTransaction("Create Analysis")
FreeCADGui.addModule("FemGui")
FreeCADGui.addModule("MechanicalAnalysis")
#FreeCADGui.doCommand("FreeCADGui.ActiveDocument.ActiveView.setAxisCross(True)")
FreeCADGui.doCommand("MechanicalAnalysis.makeMechanicalAnalysis('MechanicalAnalysis')")
FreeCADGui.doCommand("FemGui.setActiveAnalysis(App.activeDocument().ActiveObject)")
sel = FreeCADGui.Selection.getSelection()
if (len(sel) == 1):
if(sel[0].isDerivedFrom("Fem::FemMeshObject")):
FreeCADGui.doCommand("App.activeDocument().ActiveObject.Member = App.activeDocument().ActiveObject.Member + [App.activeDocument()." + sel[0].Name + "]")
if(sel[0].isDerivedFrom("Part::Feature")):
FreeCADGui.doCommand("App.activeDocument().addObject('Fem::FemMeshShapeNetgenObject','" + sel[0].Name + "_Mesh')")
FreeCADGui.doCommand("App.activeDocument().ActiveObject.Shape = App.activeDocument()." + sel[0].Name)
FreeCADGui.doCommand("FemGui.getActiveAnalysis().Member = FemGui.getActiveAnalysis().Member + [App.activeDocument().ActiveObject]")
#FreeCADGui.doCommand("Gui.activeDocument().hide('" + sel[0].Name + "')")
#FreeCADGui.doCommand("App.activeDocument().ActiveObject.touch()")
#FreeCADGui.doCommand("App.activeDocument().recompute()")
FreeCADGui.doCommand("Gui.activeDocument().setEdit(App.ActiveDocument.ActiveObject.Name)")
#FreeCAD.ActiveDocument.commitTransaction()
FreeCADGui.Selection.clearSelection()
def IsActive(self):
import FemGui
return FreeCADGui.ActiveDocument is not None and FemGui.getActiveAnalysis() is None
class _CommandMechanicalJobControl:
"the Fem JobControl command definition"
def GetResources(self):
return {'Pixmap': 'Fem_NewAnalysis',
'MenuText': QtCore.QT_TRANSLATE_NOOP("Fem_JobControl","Start calculation"),
'Accel': "A",
'ToolTip': QtCore.QT_TRANSLATE_NOOP("Fem_JobControl","Dialog to start the calculation of the mechanical anlysis")}
def Activated(self):
import FemGui
taskd = _JobControlTaskPanel(FemGui.getActiveAnalysis())
#taskd.obj = vobj.Object
taskd.update()
FreeCADGui.Control.showDialog(taskd)
def IsActive(self):
import FemGui
return FreeCADGui.ActiveDocument is not None and FemGui.getActiveAnalysis() is not None
class _CommandMechanicalShowResult:
"the Fem JobControl command definition"
def GetResources(self):
return {'Pixmap': 'Fem_Result',
'MenuText': QtCore.QT_TRANSLATE_NOOP("Fem_ResultDisplacement","Show result"),
'Accel': "A",
'ToolTip': QtCore.QT_TRANSLATE_NOOP("Fem_ResultDisplacement","Show result information of an analysis")}
def Activated(self):
import FemGui
DisplacementObject = None
for i in FemGui.getActiveAnalysis().Member:
if i.isDerivedFrom("Fem::FemResultVector"):
if i.DataType == 'Displacement':
DisplacementObject = i
StressObject = None
for i in FemGui.getActiveAnalysis().Member:
if i.isDerivedFrom("Fem::FemResultValue"):
if i.DataType == 'VonMisesStress':
StressObject = i
if not DisplacementObject and not StressObject:
QtGui.QMessageBox.critical(None, "Missing prerequisite","No result found in active Analysis")
return
taskd = _ResultControlTaskPanel(FemGui.getActiveAnalysis())
FreeCADGui.Control.showDialog(taskd)
def IsActive(self):
import FemGui
return FreeCADGui.ActiveDocument is not None and FemGui.getActiveAnalysis() is not None
class _FemAnalysis:
"The Material object"
def __init__(self,obj):
self.Type = "FemAnalysis"
obj.Proxy = self
#obj.Material = StartMat
obj.addProperty("App::PropertyString","OutputDir","Base","Directory where the jobs get generated")
obj.addProperty("App::PropertyFloat","PlateThickness","Base","Thickness of the plate")
def execute(self,obj):
return
def onChanged(self,obj,prop):
if prop in ["MaterialName"]:
return
def __getstate__(self):
return self.Type
def __setstate__(self,state):
if state:
self.Type = state
class _ViewProviderFemAnalysis:
"A View Provider for the Material object"
def __init__(self,vobj):
#vobj.addProperty("App::PropertyLength","BubbleSize","Base", str(translate("Fem","The size of the axis bubbles")))
vobj.Proxy = self
def getIcon(self):
return ":/icons/Fem_Analysis.svg"
def attach(self, vobj):
self.ViewObject = vobj
self.Object = vobj.Object
self.bubbles = None
def updateData(self, obj, prop):
return
def onChanged(self, vobj, prop):
return
def doubleClicked(self,vobj):
import FemGui
if not FemGui.getActiveAnalysis() == self.Object:
if FreeCADGui.activeWorkbench().name() != 'FemWorkbench':
FreeCADGui.activateWorkbench("FemWorkbench")
FemGui.setActiveAnalysis(self.Object)
return True
else:
taskd = _JobControlTaskPanel(self.Object)
FreeCADGui.Control.showDialog(taskd)
return True
def __getstate__(self):
return None
def __setstate__(self,state):
return None
class _JobControlTaskPanel:
'''The editmode TaskPanel for Material objects'''
def __init__(self,object):
# the panel has a tree widget that contains categories
# for the subcomponents, such as additions, subtractions.
# the categories are shown only if they are not empty.
self.form = FreeCADGui.PySideUic.loadUi(FreeCAD.getHomePath() + "Mod/Fem/MechanicalAnalysis.ui")
self.fem_prefs = FreeCAD.ParamGet("User parameter:BaseApp/Preferences/Mod/Fem")
ccx_binary = self.fem_prefs.GetString("ccxBinaryPath","")
if ccx_binary:
self.CalculixBinary = ccx_binary
print "Using ccx binary path from FEM preferences: {}".format(ccx_binary)
else:
from platform import system
if system() == 'Linux':
self.CalculixBinary = 'ccx'
elif system() == 'Windows':
self.CalculixBinary = FreeCAD.getHomePath() + 'bin/ccx.exe'
else:
self.CalculixBinary = 'ccx'
self.TempDir = FreeCAD.ActiveDocument.TransientDir.replace('\\','/') + '/FemAnl_' + object.Uid[-4:]
if not os.path.isdir(self.TempDir):
os.mkdir(self.TempDir)
self.obj = object
#self.params = FreeCAD.ParamGet("User parameter:BaseApp/Preferences/Mod/Fem")
self.Calculix = QtCore.QProcess()
self.Timer = QtCore.QTimer()
self.Timer.start(300)
self.fem_console_message = ''
#Connect Signals and Slots
QtCore.QObject.connect(self.form.toolButton_chooseOutputDir, QtCore.SIGNAL("clicked()"), self.chooseOutputDir)
QtCore.QObject.connect(self.form.pushButton_write, QtCore.SIGNAL("clicked()"), self.write_input_file_handler)
QtCore.QObject.connect(self.form.pushButton_edit, QtCore.SIGNAL("clicked()"), self.editCalculixInputFile)
QtCore.QObject.connect(self.form.pushButton_generate, QtCore.SIGNAL("clicked()"), self.runCalculix)
QtCore.QObject.connect(self.Calculix, QtCore.SIGNAL("started()"), self.calculixStarted)
QtCore.QObject.connect(self.Calculix, QtCore.SIGNAL("stateChanged(QProcess::ProcessState)"), self.calculixStateChanged)
QtCore.QObject.connect(self.Calculix, QtCore.SIGNAL("error(QProcess::ProcessError)"), self.calculixError)
QtCore.QObject.connect(self.Calculix, QtCore.SIGNAL("finished(int)"), self.calculixFinished)
QtCore.QObject.connect(self.Timer, QtCore.SIGNAL("timeout()"), self.UpdateText)
self.update()
def femConsoleMessage(self, message="", color="#000000"):
self.fem_console_message = self.fem_console_message + '<font color="#0000FF">{0:4.1f}:</font> <font color="{1}">{2}</font><br>'.\
format(time.time() - self.Start, color, message.encode('utf-8'))
self.form.textEdit_Output.setText(self.fem_console_message)
def printCalculiXstdout(self):
#There is probably no need to show user output from CalculiX. It should be
#written to a file in the calcs directory and shown to user upon request [BUTTON]
out = self.Calculix.readAllStandardOutput()
if out.isEmpty():
self.femConsoleMessage("CalculiX stdout is empty", "#FF0000")
else:
try:
out = unicode(out, 'utf-8')
rx = QtCore.QRegExp("\\*ERROR.*\\n\\n")
rx.setMinimal(True)
pos = rx.indexIn(out)
while not pos < 0:
match = rx.cap(0)
FreeCAD.Console.PrintError(match.strip().replace('\n',' ') + '\n')
pos = rx.indexIn(out, pos + 1)
self.femConsoleMessage(out.replace('\n','<br>'))
except UnicodeDecodeError:
self.femConsoleMessage("Error converting stdout from CalculiX", "#FF0000")
def UpdateText(self):
if(self.Calculix.state() == QtCore.QProcess.ProcessState.Running):
self.printCalculiXstdout()
self.form.label_Time.setText('Time: {0:4.1f}: '.format(time.time() - self.Start))
def calculixError(self, error):
print "Error()", error
self.femConsoleMessage("CalculiX execute error: {}".format(error), "#FF0000")
def calculixStarted(self):
print "calculixStarted()"
print self.Calculix.state()
self.form.pushButton_generate.setText("Break Calculix")
def calculixStateChanged(self, newState):
if (newState == QtCore.QProcess.ProcessState.Starting):
self.femConsoleMessage("Staring CalculiX...")
if (newState == QtCore.QProcess.ProcessState.Running):
self.femConsoleMessage("CalculiX is running...")
if (newState == QtCore.QProcess.ProcessState.NotRunning):
self.femConsoleMessage("CalculiX stopped.")
def calculixFinished(self,exitCode):
print "calculixFinished()",exitCode
print self.Calculix.state()
# Restore previous cwd
QtCore.QDir.setCurrent(self.cwd)
self.printCalculiXstdout()
self.Timer.stop()
self.femConsoleMessage("Calculix done!", "#00AA00")
self.form.pushButton_generate.setText("Re-run Calculix")
print "Loading results...."
self.femConsoleMessage("Loading result sets...")
self.form.label_Time.setText('Time: {0:4.1f}: '.format(time.time() - self.Start))
if os.path.isfile(self.Basename + '.frd'):
QApplication.setOverrideCursor(Qt.WaitCursor)
CalculixLib.importFrd(self.Basename + '.frd',FemGui.getActiveAnalysis())
QApplication.restoreOverrideCursor()
self.femConsoleMessage("Loading results done!", "#00AA00")
else:
self.femConsoleMessage("Loading results failed! Results file doesn\'t exist", "#FF0000")
self.form.label_Time.setText('Time: {0:4.1f}: '.format(time.time() - self.Start))
def getStandardButtons(self):
return int(QtGui.QDialogButtonBox.Close)
def update(self):
'fills the widgets'
self.form.lineEdit_outputDir.setText(tempfile.gettempdir())
return
def accept(self):
FreeCADGui.Control.closeDialog()
def reject(self):
FreeCADGui.Control.closeDialog()
def chooseOutputDir(self):
print "chooseOutputDir"
dirname = QtGui.QFileDialog.getExistingDirectory(None, 'Choose material directory',self.params.GetString("JobDir",'/'))
if(dirname):
self.params.SetString("JobDir",str(dirname))
self.form.lineEdit_outputDir.setText(dirname)
def write_input_file_handler(self):
QApplication.restoreOverrideCursor()
if self.check_prerequisites():
QApplication.setOverrideCursor(Qt.WaitCursor)
try:
self.write_calculix_input_file()
except:
print "Unexpected error when writing CalculiX input file:", sys.exc_info()[0]
raise
finally:
QApplication.restoreOverrideCursor()
self.form.pushButton_edit.setEnabled(True)
self.form.pushButton_generate.setEnabled(True)
def check_prerequisites(self):
self.Start = time.time()
self.femConsoleMessage("Check dependencies...")
self.form.label_Time.setText('Time: {0:4.1f}: '.format(time.time() - self.Start))
self.MeshObject = None
if FemGui.getActiveAnalysis():
for i in FemGui.getActiveAnalysis().Member:
if i.isDerivedFrom("Fem::FemMeshObject"):
self.MeshObject = i
else:
QtGui.QMessageBox.critical(None, "Missing prerequisite","No active Analysis")
return False
if not self.MeshObject:
QtGui.QMessageBox.critical(None, "Missing prerequisite","No mesh object in the Analysis")
return False
self.MaterialObjects = [] # [{'Object':MaterialObject}, {}, ...]
for i in FemGui.getActiveAnalysis().Member:
MaterialObjectDict = {}
if i.isDerivedFrom("App::MaterialObjectPython"):
MaterialObjectDict['Object'] = i
self.MaterialObjects.append(MaterialObjectDict)
if not self.MaterialObjects:
QtGui.QMessageBox.critical(None, "Missing prerequisite","No material object in the Analysis")
return False
self.FixedObjects = [] # [{'Object':FixedObject, 'NodeSupports':bool}, {}, ...]
for i in FemGui.getActiveAnalysis().Member:
FixedObjectDict = {}
if i.isDerivedFrom("Fem::ConstraintFixed"):
FixedObjectDict['Object'] = i
self.FixedObjects.append(FixedObjectDict)
if not self.FixedObjects:
QtGui.QMessageBox.critical(None, "Missing prerequisite","No fixed-constraint nodes defined in the Analysis")
return False
self.ForceObjects = [] # [{'Object':ForceObject, 'NodeLoad':value}, {}, ...]
for i in FemGui.getActiveAnalysis().Member:
ForceObjectDict = {}
if i.isDerivedFrom("Fem::ConstraintForce"):
ForceObjectDict['Object'] = i
self.ForceObjects.append(ForceObjectDict)
if not self.ForceObjects:
QtGui.QMessageBox.critical(None, "Missing prerequisite","No force-constraint nodes defined in the Analysis")
return False
return True
def write_calculix_input_file(self):
print 'writeCalculixInputFile'
#dirName = self.form.lineEdit_outputDir.text()
dirName = self.TempDir
print 'CalculiX run directory: ',dirName
self.Basename = self.TempDir + '/' + self.MeshObject.Name
filename = self.Basename + '.inp'
self.femConsoleMessage(self.Basename)
self.femConsoleMessage("Write mesh...")
# write mesh
self.MeshObject.FemMesh.writeABAQUS(filename)
# reopen file with "append" and add the analysis definition
inpfile = open(filename,'a')
inpfile.write('\n\n')
self.femConsoleMessage("Write loads & Co...")
# write material element sets
inpfile.write('\n\n***********************************************************\n')
inpfile.write('** element sets for materials\n')
for MaterialObject in self.MaterialObjects:
print MaterialObject['Object'].Name, ': ', MaterialObject['Object'].Material['Name']
inpfile.write('*ELSET,ELSET=' + MaterialObject['Object'].Name + '\n')
if len(self.MaterialObjects) == 1:
inpfile.write('Eall\n')
else:
if MaterialObject['Object'].Name == 'MechanicalMaterial':
inpfile.write('Eall\n')
inpfile.write('\n\n')
# write fixed node sets
inpfile.write('\n\n***********************************************************\n')
inpfile.write('** node set for fixed constraint\n')
for FixedObject in self.FixedObjects:
print FixedObject['Object'].Name
inpfile.write('*NSET,NSET=' + FixedObject['Object'].Name + '\n')
for o,f in FixedObject['Object'].References:
fo = o.Shape.getElement(f)
n = []
if fo.ShapeType == 'Face':
print ' Face Support (fixed face) on: ', f
n = self.MeshObject.FemMesh.getNodesByFace(fo)
elif fo.ShapeType == 'Edge':
print ' Line Support (fixed edge) on: ', f
n = self.MeshObject.FemMesh.getNodesByEdge(fo)
elif fo.ShapeType == 'Vertex':
print ' Point Support (fixed vertex) on: ', f
n = self.MeshObject.FemMesh.getNodesByVertex(fo)
for i in n:
inpfile.write(str(i) + ',\n')
inpfile.write('\n\n')
# write load node sets and calculate node loads
inpfile.write('\n\n***********************************************************\n')
inpfile.write('** node sets for loads\n')
for ForceObject in self.ForceObjects:
print ForceObject['Object'].Name
inpfile.write('*NSET,NSET=' + ForceObject['Object'].Name + '\n')
NbrForceNodes = 0
for o,f in ForceObject['Object'].References:
fo = o.Shape.getElement(f)
n = []
if fo.ShapeType == 'Face':
print ' AreaLoad (face load) on: ', f
n = self.MeshObject.FemMesh.getNodesByFace(fo)
elif fo.ShapeType == 'Edge':
print ' Line Load (edge load) on: ', f
n = self.MeshObject.FemMesh.getNodesByEdge(fo)
elif fo.ShapeType == 'Vertex':
print ' Point Load (vertex load) on: ', f
n = self.MeshObject.FemMesh.getNodesByVertex(fo)
for i in n:
inpfile.write(str(i) + ',\n')
NbrForceNodes = NbrForceNodes + 1 # NodeSum of mesh-nodes of ALL reference shapes from ForceObject
# calculate node load
if NbrForceNodes == 0:
print ' Warning --> no FEM-Mesh-node to apply the load to was found?'
else:
ForceObject['NodeLoad'] = (ForceObject['Object'].Force) / NbrForceNodes
inpfile.write('** concentrated load [N] distributed on all mesh nodes of the given shapes\n')
inpfile.write('** ' + str(ForceObject['Object'].Force) + ' N / ' + str(NbrForceNodes) + ' Nodes = ' + str(ForceObject['NodeLoad']) + ' N on each node\n')
if ForceObject['Object'].Force == 0:
print ' Warning --> Force = 0'
inpfile.write('\n\n')
# write materials
inpfile.write('\n\n***********************************************************\n')
inpfile.write('** materials\n')
inpfile.write('** youngs modulus unit is MPa = N/mm2\n')
for MaterialObject in self.MaterialObjects:
# get material properties
YM = FreeCAD.Units.Quantity(MaterialObject['Object'].Material['YoungsModulus'])
if YM.Unit.Type == '':
print 'Material "YoungsModulus" has no Unit, asuming kPa!'
YM = FreeCAD.Units.Quantity(YM.Value, FreeCAD.Units.Unit('Pa'))
else:
print 'YM unit: ', YM.Unit.Type
print 'YM = ', YM
PR = float(MaterialObject['Object'].Material['PoissonRatio'])
print 'PR = ', PR
material_name = MaterialObject['Object'].Material['Name'][:80]
# write material properties
inpfile.write('*MATERIAL, NAME=' + material_name + '\n')
inpfile.write('*ELASTIC \n')
inpfile.write('{0:.3f}, '.format(YM.Value * 1E-3))
inpfile.write('{0:.3f}\n'.format(PR))
# write element properties
if len(self.MaterialObjects) == 1:
inpfile.write('*SOLID SECTION, ELSET=' + MaterialObject['Object'].Name + ', MATERIAL=' + material_name + '\n\n')
else:
if MaterialObject['Object'].Name == 'MechanicalMaterial':
inpfile.write('*SOLID SECTION, ELSET=' + MaterialObject['Object'].Name + ', MATERIAL=' + material_name + '\n\n')
# write step beginn
inpfile.write('\n\n\n\n***********************************************************\n')
inpfile.write('** one step is needed to calculate the mechanical analysis of FreeCAD\n')
inpfile.write('** loads are applied quasi-static, means without involving the time dimension\n')
inpfile.write('*STEP\n')
inpfile.write('*STATIC\n\n')
# write constaints
inpfile.write('\n** constaints\n')
for FixedObject in self.FixedObjects:
inpfile.write('*BOUNDARY\n')
inpfile.write(FixedObject['Object'].Name + ',1\n')
inpfile.write(FixedObject['Object'].Name + ',2\n')
inpfile.write(FixedObject['Object'].Name + ',3\n\n')
# write loads
#inpfile.write('*DLOAD\n')
#inpfile.write('Eall,NEWTON\n')
inpfile.write('\n** loads\n')
inpfile.write('** node loads, see load node sets for how the value is calculated!\n')
for ForceObject in self.ForceObjects:
if 'NodeLoad' in ForceObject:
vec = ForceObject['Object'].DirectionVector
inpfile.write('*CLOAD\n')
inpfile.write('** force: ' + str(ForceObject['NodeLoad']) + ' N, direction: ' + str(vec) + '\n')
v1 = "{:.15}".format(repr(vec.x * ForceObject['NodeLoad']))
v2 = "{:.15}".format(repr(vec.y * ForceObject['NodeLoad']))
v3 = "{:.15}".format(repr(vec.z * ForceObject['NodeLoad']))
inpfile.write(ForceObject['Object'].Name + ',1,' + v1 + '\n')
inpfile.write(ForceObject['Object'].Name + ',2,' + v2 + '\n')
inpfile.write(ForceObject['Object'].Name + ',3,' + v3 + '\n\n')
# write outputs, both are needed by FreeCAD
inpfile.write('\n** outputs --> frd file\n')
inpfile.write('*NODE FILE\n')
inpfile.write('U\n')
inpfile.write('*EL FILE\n')
inpfile.write('S, E\n')
inpfile.write('** outputs --> dat file\n')
inpfile.write('*NODE PRINT , NSET=Nall \n')
inpfile.write('U \n')
inpfile.write('*EL PRINT , ELSET=Eall \n')
inpfile.write('S \n')
inpfile.write('\n\n')
# write step end
inpfile.write('*END STEP \n')
# write some informations
FcVersionInfo = FreeCAD.Version()
inpfile.write('\n\n\n\n***********************************************************\n')
inpfile.write('**\n')
inpfile.write('** CalculiX Inputfile\n')
inpfile.write('**\n')
inpfile.write('** written by --> FreeCAD ' + FcVersionInfo[0] + '.' + FcVersionInfo[1] + '.' + FcVersionInfo[2] + '\n')
inpfile.write('** written on --> ' + time.ctime() + '\n')
inpfile.write('** file name --> ' + os.path.basename(FreeCAD.ActiveDocument.FileName) + '\n')
inpfile.write('** analysis name --> ' + FemGui.getActiveAnalysis().Name + '\n')
inpfile.write('**\n')
inpfile.write('**\n')
inpfile.write('** Units\n')
inpfile.write('**\n')
inpfile.write('** Geometry (mesh data) --> mm\n')
inpfile.write("** Materials (young's modulus) --> N/mm2 = MPa\n")
inpfile.write('** Loads (nodal loads) --> N\n')
inpfile.write('**\n')
inpfile.write('**\n')
inpfile.close()
self.femConsoleMessage("Write completed.")
def start_ext_editor(self, ext_editor_path, filename):
if not hasattr(self, "ext_editor_process"):
self.ext_editor_process = QtCore.QProcess()
if self.ext_editor_process.state() != QtCore.QProcess.Running:
self.ext_editor_process.start(ext_editor_path, [filename])
def editCalculixInputFile(self):
filename = self.Basename + '.inp'
print 'editCalculixInputFile {}'.format(filename)
if self.fem_prefs.GetBool("UseInternalEditor",True):
FemGui.open(filename)
else:
ext_editor_path = self.fem_prefs.GetString("ExternalEditorPath","")
if ext_editor_path:
self.start_ext_editor(ext_editor_path, filename)
else:
print "External editor is not defined in FEM preferences. Falling back to internal editor"
FemGui.open(filename)
def runCalculix(self):
print 'runCalculix'
self.Start = time.time()
self.femConsoleMessage("CalculiX binary: {}".format(self.CalculixBinary))
self.femConsoleMessage("Run Calculix...")
# run Calculix
print 'run Calculix at: ', self.CalculixBinary, ' with: ', self.Basename
# change cwd because ccx may crash if directory has no write permission
# there is also a limit of the length of file names so jump to the document directory
self.cwd = QtCore.QDir.currentPath()
fi = QtCore.QFileInfo(self.Basename)
QtCore.QDir.setCurrent(fi.path())
self.Calculix.start(self.CalculixBinary, ['-i',fi.baseName()])
QApplication.restoreOverrideCursor()
class _ResultControlTaskPanel:
'''The control for the displacement post-processing'''
def __init__(self,object):
# the panel has a tree widget that contains categories
# for the subcomponents, such as additions, subtractions.
# the categories are shown only if they are not empty.
self.form = FreeCADGui.PySideUic.loadUi(FreeCAD.getHomePath() + "Mod/Fem/ShowDisplacement.ui")
self.obj = object
#Connect Signals and Slots
QtCore.QObject.connect(self.form.comboBox_Type, QtCore.SIGNAL("activated(int)"), self.typeChanged)
QtCore.QObject.connect(self.form.checkBox_ShowDisplacement, QtCore.SIGNAL("clicked(bool)"), self.showDisplacementClicked)
QtCore.QObject.connect(self.form.horizontalScrollBar_Factor, QtCore.SIGNAL("valueChanged(int)"), self.sliderValue)
QtCore.QObject.connect(self.form.spinBox_SliderFactor, QtCore.SIGNAL("valueChanged(int)"), self.sliderMaxValue)
QtCore.QObject.connect(self.form.spinBox_DisplacementFactor, QtCore.SIGNAL("valueChanged(int)"), self.displacementFactorValue)
self.DisplacementObject = None
self.StressObject = None
self.update()
def getStandardButtons(self):
return int(QtGui.QDialogButtonBox.Close)
def typeChanged(self, index):
selected = self.form.comboBox_Type.itemData(index)
if selected[0] == "None":
self.MeshObject.ViewObject.NodeColor = {}
self.MeshObject.ViewObject.ElementColor = {}
return
QApplication.setOverrideCursor(Qt.WaitCursor)
if self.DisplacementObject:
if selected[0] in ("U1", "U2", "U3", "Uabs"):
(min, max, avg) = self.MeshObject.ViewObject.setNodeColorByResult(self.DisplacementObject, selected[1])
if self.StressObject:
if selected[0] in ("Sabs"):
(min, max, avg) = self.MeshObject.ViewObject.setNodeColorByResult(self.StressObject)
self.form.lineEdit_Max.setText(str(max))
self.form.lineEdit_Min.setText(str(min))
self.form.lineEdit_Avg.setText(str(avg))
QtGui.qApp.restoreOverrideCursor()
def showDisplacementClicked(self,bool):
QApplication.setOverrideCursor(Qt.WaitCursor)
self.setDisplacement()
QtGui.qApp.restoreOverrideCursor()
def sliderValue(self,value):
if(self.form.checkBox_ShowDisplacement.isChecked()):
self.MeshObject.ViewObject.animate(value)
self.form.spinBox_DisplacementFactor.setValue(value)
def sliderMaxValue(self,value):
#print 'sliderMaxValue()'
self.form.horizontalScrollBar_Factor.setMaximum(value)
def displacementFactorValue(self,value):
#print 'displacementFactorValue()'
self.form.horizontalScrollBar_Factor.setValue(value)
def setDisplacement(self):
if self.DisplacementObject:
self.MeshObject.ViewObject.setNodeDisplacementByResult(self.DisplacementObject)
def setColorStress(self):
if self.StressObject:
values = self.StressObject.Values
maxVal = max(values)
self.form.doubleSpinBox_MinValueColor.setValue(maxVal)
self.MeshObject.ViewObject.setNodeColorByResult(self.StressObject)
def update(self):
'fills the widgets'
#print "Update-------------------------------"
self.MeshObject = None
self.form.comboBox_Type.clear()
self.form.comboBox_Type.addItem("None", ("None", 0))
if FemGui.getActiveAnalysis():
for i in FemGui.getActiveAnalysis().Member:
if i.isDerivedFrom("Fem::FemMeshObject"):
self.MeshObject = i
for i in FemGui.getActiveAnalysis().Member:
if i.isDerivedFrom("Fem::FemResultVector"):
if i.DataType == 'Displacement':
self.DisplacementObject = i
self.form.comboBox_Type.addItem("U1 (Disp. X)", ("U1", 1))
self.form.comboBox_Type.addItem("U2 (Disp. Y)", ("U2", 2))
self.form.comboBox_Type.addItem("U3 (Disp. Z)", ("U3", 3))
self.form.comboBox_Type.addItem("Uabs (Disp. abs)", ("Uabs", 0))
for i in FemGui.getActiveAnalysis().Member:
if i.isDerivedFrom("Fem::FemResultValue"):
if i.DataType == 'VonMisesStress':
self.StressObject = i
self.form.comboBox_Type.addItem("Sabs (Von Mises Stress)", ("Sabs", 0))
def accept(self):
FreeCADGui.Control.closeDialog()
def reject(self):
FreeCADGui.Control.closeDialog()
FreeCADGui.addCommand('Fem_NewMechanicalAnalysis',_CommandNewMechanicalAnalysis())
FreeCADGui.addCommand('Fem_MechanicalJobControl',_CommandMechanicalJobControl())
FreeCADGui.addCommand('Fem_ShowResult',_CommandMechanicalShowResult())