FEM: Fix white space errors
Signed-off-by: Przemo Firszt <przemo@firszt.eu>
This commit is contained in:
Przemo Firszt
wmayer
parent
835228ef34
commit
7030aa7482
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@ -42,8 +42,8 @@ def makeMechanicalAnalysis(name):
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_ViewProviderFemAnalysis(obj.ViewObject)
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#FreeCAD.ActiveDocument.recompute()
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return obj
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class _CommandNewMechanicalAnalysis:
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"the Fem Analysis command definition"
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def GetResources(self):
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@ -51,7 +51,7 @@ class _CommandNewMechanicalAnalysis:
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'MenuText': QtCore.QT_TRANSLATE_NOOP("Fem_Analysis","New mechanical analysis"),
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'Accel': "A",
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'ToolTip': QtCore.QT_TRANSLATE_NOOP("Fem_Analysis","Create a new mechanical analysis")}
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def Activated(self):
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FreeCAD.ActiveDocument.openTransaction("Create Analysis")
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FreeCADGui.addModule("FemGui")
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@ -74,7 +74,7 @@ class _CommandNewMechanicalAnalysis:
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FreeCAD.ActiveDocument.commitTransaction()
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FreeCADGui.Selection.clearSelection()
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def IsActive(self):
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import FemGui
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return FreeCADGui.ActiveDocument != None and FemGui.getActiveAnalysis() == None
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@ -86,16 +86,15 @@ class _CommandMechanicalJobControl:
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'MenuText': QtCore.QT_TRANSLATE_NOOP("Fem_JobControl","Start calculation"),
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'Accel': "A",
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'ToolTip': QtCore.QT_TRANSLATE_NOOP("Fem_JobControl","Dialog to start the calculation of the mechanical anlysis")}
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def Activated(self):
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import FemGui
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taskd = _JobControlTaskPanel(FemGui.getActiveAnalysis())
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#taskd.obj = vobj.Object
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taskd.update()
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FreeCADGui.Control.showDialog(taskd)
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def IsActive(self):
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import FemGui
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return FreeCADGui.ActiveDocument != None and FemGui.getActiveAnalysis() != None
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@ -109,7 +108,7 @@ class _CommandMechanicalShowResult:
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'MenuText': QtCore.QT_TRANSLATE_NOOP("Fem_ResultDisplacement","Show result"),
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'Accel': "A",
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'ToolTip': QtCore.QT_TRANSLATE_NOOP("Fem_ResultDisplacement","Show result imformatation of an analysis")}
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def Activated(self):
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import FemGui
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DisplacementObject = None
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@ -126,17 +125,15 @@ class _CommandMechanicalShowResult:
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if not DisplacementObject and not StressObject:
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QtGui.QMessageBox.critical(None, "Missing prerequisit","No result found in active Analysis")
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return
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taskd = _ResultControlTaskPanel(FemGui.getActiveAnalysis())
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FreeCADGui.Control.showDialog(taskd)
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def IsActive(self):
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import FemGui
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return FreeCADGui.ActiveDocument != None and FemGui.getActiveAnalysis() != None
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class _FemAnalysis:
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"The Material object"
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def __init__(self,obj):
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@ -146,10 +143,9 @@ class _FemAnalysis:
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obj.addProperty("App::PropertyString","OutputDir","Base","Directory where the jobs get generated")
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obj.addProperty("App::PropertyFloat","PlateThickness","Base","Thickness of the plate")
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def execute(self,obj):
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return
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def onChanged(self,obj,prop):
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if prop in ["MaterialName"]:
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return
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@ -160,30 +156,29 @@ class _FemAnalysis:
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def __setstate__(self,state):
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if state:
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self.Type = state
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class _ViewProviderFemAnalysis:
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"A View Provider for the Material object"
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def __init__(self,vobj):
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#vobj.addProperty("App::PropertyLength","BubbleSize","Base", str(translate("Fem","The size of the axis bubbles")))
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vobj.Proxy = self
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def getIcon(self):
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return ":/icons/Fem_Analysis.svg"
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def attach(self, vobj):
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self.ViewObject = vobj
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self.Object = vobj.Object
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self.bubbles = None
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def updateData(self, obj, prop):
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return
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def onChanged(self, vobj, prop):
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return
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def doubleClicked(self,vobj):
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import FemGui
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if not FemGui.getActiveAnalysis() == self.Object:
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@ -191,11 +186,10 @@ class _ViewProviderFemAnalysis:
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FreeCADGui.activateWorkbench("FemWorkbench")
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FemGui.setActiveAnalysis(self.Object)
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return True
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else:
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else:
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taskd = _JobControlTaskPanel(self.Object)
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FreeCADGui.Control.showDialog(taskd)
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return True
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def __getstate__(self):
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return None
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@ -203,7 +197,7 @@ class _ViewProviderFemAnalysis:
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def __setstate__(self,state):
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return None
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class _JobControlTaskPanel:
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'''The editmode TaskPanel for Material objects'''
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def __init__(self,object):
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@ -243,7 +237,7 @@ class _JobControlTaskPanel:
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QtCore.QObject.connect(self.Calculix, QtCore.SIGNAL("finished(int)"), self.calculixFinished)
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QtCore.QObject.connect(self.Timer, QtCore.SIGNAL("timeout()"), self.UpdateText)
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self.update()
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def femConsoleMessage(self, message="", color="#000000"):
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@ -276,7 +270,7 @@ class _JobControlTaskPanel:
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print "calculixStarted()"
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print self.Calculix.state()
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self.form.pushButton_generate.setText("Break Calculix")
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def calculixStateChanged(self, newState):
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if (newState == QtCore.QProcess.ProcessState.Starting):
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self.femConsoleMessage("Staring CalculiX...")
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@ -284,14 +278,14 @@ class _JobControlTaskPanel:
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self.femConsoleMessage("CalculiX is running...")
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if (newState == QtCore.QProcess.ProcessState.NotRunning):
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self.femConsoleMessage("CalculiX stopped.")
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def calculixFinished(self,exitCode):
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print "calculixFinished()",exitCode
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print self.Calculix.state()
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self.printCalculiXstdout()
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self.Timer.stop()
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self.femConsoleMessage("Calculix done!", "#00FF00")
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self.form.pushButton_generate.setText("Re-run Calculix")
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@ -310,16 +304,15 @@ class _JobControlTaskPanel:
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def getStandardButtons(self):
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return int(QtGui.QDialogButtonBox.Close)
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def update(self):
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'fills the widgets'
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self.form.lineEdit_outputDir.setText(tempfile.gettempdir())
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return
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return
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def accept(self):
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FreeCADGui.Control.closeDialog()
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def reject(self):
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FreeCADGui.Control.closeDialog()
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@ -347,11 +340,11 @@ class _JobControlTaskPanel:
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else:
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QtGui.QMessageBox.critical(None, "Missing prerequisit","No active Analysis")
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return
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if not MeshObject:
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QtGui.QMessageBox.critical(None, "Missing prerequisit","No mesh object in the Analysis")
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return
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MathObject = None
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for i in FemGui.getActiveAnalysis().Member:
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if i.isDerivedFrom("App::MaterialObjectPython"):
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@ -360,7 +353,7 @@ class _JobControlTaskPanel:
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QtGui.QMessageBox.critical(None, "Missing prerequisit","No material object in the Analysis")
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return
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matmap = MathObject.Material
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FixedObjects = [] # [{'Object':FixedObject, 'NodeSupports':bool}, {}, ...]
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for i in FemGui.getActiveAnalysis().Member:
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FixedObjectDict = {}
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@ -370,7 +363,7 @@ class _JobControlTaskPanel:
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if len(FixedObjects) == 0:
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QtGui.QMessageBox.critical(None, "Missing prerequisit","No fixed-constraint nodes defined in the Analysis")
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return
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ForceObjects = [] # [{'Object':ForceObject, 'NodeLoad':value}, {}, ...]
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for i in FemGui.getActiveAnalysis().Member:
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ForceObjectDict = {}
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@ -380,9 +373,9 @@ class _JobControlTaskPanel:
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if len(ForceObjects) == 0:
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QtGui.QMessageBox.critical(None, "Missing prerequisit","No force-constraint nodes defined in the Analysis")
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return
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QApplication.setOverrideCursor(Qt.WaitCursor)
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self.Basename = self.TempDir + '/' + MeshObject.Name
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filename = self.Basename + '.inp'
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@ -391,12 +384,12 @@ class _JobControlTaskPanel:
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# write mesh
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MeshObject.FemMesh.writeABAQUS(filename)
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# reopen file with "append" and add the analysis definition
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inpfile = open(filename,'a')
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self.femConsoleMessage("Write loads & Co...")
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# write fixed node sets
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inpfile.write('\n\n\n\n***********************************************************\n')
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inpfile.write('** node set for fixed constraint\n')
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@ -421,7 +414,7 @@ class _JobControlTaskPanel:
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# write load node sets and calculate node loads
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inpfile.write('\n\n***********************************************************\n')
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inpfile.write('** node sets for loads\n')
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inpfile.write('** node sets for loads\n')
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for ForceObject in ForceObjects:
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print ForceObject['Object'].Name
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inpfile.write('*NSET,NSET=' + ForceObject['Object'].Name + '\n')
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@ -442,28 +435,28 @@ class _JobControlTaskPanel:
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inpfile.write(str(i) + ',\n')
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NbrForceNodes = NbrForceNodes + 1 # NodeSum of mesh-nodes of ALL reference shapes from ForceObject
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# calculate node load
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if NbrForceNodes == 0:
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if NbrForceNodes == 0:
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print ' Warning --> no FEM-Mesh-node to apply the load to was found?'
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else:
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ForceObject['NodeLoad'] = (ForceObject['Object'].Force) / NbrForceNodes
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ForceObject['NodeLoad'] = (ForceObject['Object'].Force) / NbrForceNodes
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inpfile.write('** concentrated load [N] distributed on the area sum of the given faces\n')
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inpfile.write('** ' + str(ForceObject['Object'].Force) + ' N / ' + str(NbrForceNodes) + ' Nodes = ' + str(ForceObject['NodeLoad']) + ' N on each node\n')
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if ForceObject['Object'].Force == 0:
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if ForceObject['Object'].Force == 0:
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print ' Warning --> Force = 0'
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inpfile.write('\n\n')
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# get material properties
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YM = FreeCAD.Units.Quantity(MathObject.Material['Mechanical_youngsmodulus'])
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if YM.Unit.Type == '':
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print 'Material "Mechanical_youngsmodulus" has no Unit, asuming kPa!'
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YM = FreeCAD.Units.Quantity(YM.Value, FreeCAD.Units.Unit('Pa'))
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else:
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print 'YM unit: ', YM.Unit.Type
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print 'YM unit: ', YM.Unit.Type
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print 'YM = ', YM
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PR = float(MathObject.Material['FEM_poissonratio'])
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print 'PR = ', PR
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# write material properties
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inpfile.write('\n\n***********************************************************\n')
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inpfile.write('** material\n')
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@ -486,7 +479,7 @@ class _JobControlTaskPanel:
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for FixedObject in FixedObjects:
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inpfile.write('\n*BOUNDARY\n')
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inpfile.write(FixedObject['Object'].Name + ',1,3,0.0\n')
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# write loads
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#inpfile.write('*DLOAD\n')
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#inpfile.write('Eall,NEWTON\n')
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@ -598,31 +591,29 @@ class _ResultControlTaskPanel:
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self.StressObject = None
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self.update()
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def getStandardButtons(self):
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return int(QtGui.QDialogButtonBox.Close)
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def typeChanged(self,typeName):
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if typeName == "None":
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self.MeshObject.ViewObject.NodeColor = {}
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self.MeshObject.ViewObject.ElementColor = {}
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return
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QApplication.setOverrideCursor(Qt.WaitCursor)
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if typeName[:2] == "Ua" and self.DisplacementObject:
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if typeName[:2] == "Ua" and self.DisplacementObject:
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(min,max,avg) = self.MeshObject.ViewObject.setNodeColorByResult(self.DisplacementObject)
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if typeName[:2] == "U1" and self.DisplacementObject:
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if typeName[:2] == "U1" and self.DisplacementObject:
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(min,max,avg) = self.MeshObject.ViewObject.setNodeColorByResult(self.DisplacementObject,1)
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if typeName[:2] == "U2" and self.DisplacementObject:
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if typeName[:2] == "U2" and self.DisplacementObject:
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(min,max,avg) = self.MeshObject.ViewObject.setNodeColorByResult(self.DisplacementObject,2)
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if typeName[:2] == "U3" and self.DisplacementObject:
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if typeName[:2] == "U3" and self.DisplacementObject:
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(min,max,avg) = self.MeshObject.ViewObject.setNodeColorByResult(self.DisplacementObject,3)
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if typeName[:2] == "Sa" and self.StressObject:
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if typeName[:2] == "Sa" and self.StressObject:
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(min,max,avg) = self.MeshObject.ViewObject.setNodeColorByResult(self.StressObject)
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self.form.lineEdit_Max.setText(str(max))
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self.form.lineEdit_Min.setText(str(min))
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self.form.lineEdit_Avg.setText(str(avg))
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@ -630,37 +621,36 @@ class _ResultControlTaskPanel:
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print typeName
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QtGui.qApp.restoreOverrideCursor()
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def showDisplacementClicked(self,bool):
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QApplication.setOverrideCursor(Qt.WaitCursor)
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self.setDisplacement()
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QtGui.qApp.restoreOverrideCursor()
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def sliderValue(self,value):
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if(self.form.checkBox_ShowDisplacement.isChecked()):
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self.MeshObject.ViewObject.animate(value)
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self.form.spinBox_DisplacementFactor.setValue(value)
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def sliderMaxValue(self,value):
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#print 'sliderMaxValue()'
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self.form.verticalScrollBar_Factor.setMaximum(value)
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def displacementFactorValue(self,value):
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#print 'displacementFactorValue()'
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self.form.verticalScrollBar_Factor.setValue(value)
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def setDisplacement(self):
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if self.DisplacementObject:
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self.MeshObject.ViewObject.setNodeDisplacementByResult(self.DisplacementObject)
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self.MeshObject.ViewObject.setNodeDisplacementByResult(self.DisplacementObject)
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def setColorStress(self):
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if self.StressObject:
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values = self.StressObject.Values
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maxVal = max(values)
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self.form.doubleSpinBox_MinValueColor.setValue(maxVal)
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self.MeshObject.ViewObject.setNodeColorByResult(self.StressObject)
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def update(self):
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@ -685,19 +675,13 @@ class _ResultControlTaskPanel:
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if i.DataType == 'VonMisesStress':
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self.StressObject = i
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self.form.comboBox_Type.addItem("Sabs (Von Mises Stress)")
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def accept(self):
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FreeCADGui.Control.closeDialog()
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def reject(self):
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FreeCADGui.Control.closeDialog()
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FreeCADGui.addCommand('Fem_NewMechanicalAnalysis',_CommandNewMechanicalAnalysis())
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FreeCADGui.addCommand('Fem_MechanicalJobControl',_CommandMechanicalJobControl())
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FreeCADGui.addCommand('Fem_ShowResult',_CommandMechanicalShowResult())
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