FEM: Move _ResultControlTaskPanel class to separate file
Signed-off-by: Przemo Firszt <przemo@firszt.eu>
This commit is contained in:
Przemo Firszt
wmayer
parent
a4d1dbe5f0
commit
e3a7a7955e
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@ -82,6 +82,7 @@ SET(FemScripts_SRCS
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MechanicalMaterial.ui
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MechanicalMaterial.py
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ShowDisplacement.ui
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_ResultControlTaskPanel.py
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)
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#SOURCE_GROUP("Scripts" FILES ${FemScripts_SRCS})
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@ -24,6 +24,7 @@ INSTALL(
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MechanicalMaterial.ui
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MechanicalAnalysis.ui
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ShowDisplacement.ui
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_ResultControlTaskPanel.py
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DESTINATION
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Mod/Fem
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)
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@ -168,7 +168,8 @@ class _CommandQuickAnalysis:
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def show_results_on_mesh(self):
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#FIXME proprer mesh refreshing as per FreeCAD.FEM_dialog settings required
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# or confirmation that it's safe to call restore_result_dialog
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tp = _ResultControlTaskPanel()
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import _ResultControlTaskPanel
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tp = _ResultControlTaskPanel._ResultControlTaskPanel()
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tp.restore_result_dialog()
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def IsActive(self):
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@ -218,7 +219,8 @@ class _CommandMechanicalShowResult:
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QtGui.QMessageBox.critical(None, "Missing prerequisite", "No result found in active Analysis")
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return
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taskd = _ResultControlTaskPanel()
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import _ResultControlTaskPanel
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taskd = _ResultControlTaskPanel._ResultControlTaskPanel()
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FreeCADGui.Control.showDialog(taskd)
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def IsActive(self):
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@ -491,190 +493,6 @@ class _JobControlTaskPanel:
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QApplication.restoreOverrideCursor()
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class _ResultControlTaskPanel:
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'''The control for the displacement post-processing'''
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def __init__(self):
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self.form = FreeCADGui.PySideUic.loadUi(FreeCAD.getHomePath() + "Mod/Fem/ShowDisplacement.ui")
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#Connect Signals and Slots
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QtCore.QObject.connect(self.form.rb_none, QtCore.SIGNAL("toggled(bool)"), self.none_selected)
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QtCore.QObject.connect(self.form.rb_x_displacement, QtCore.SIGNAL("toggled(bool)"), self.x_displacement_selected)
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QtCore.QObject.connect(self.form.rb_y_displacement, QtCore.SIGNAL("toggled(bool)"), self.y_displacement_selected)
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QtCore.QObject.connect(self.form.rb_z_displacement, QtCore.SIGNAL("toggled(bool)"), self.z_displacement_selected)
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QtCore.QObject.connect(self.form.rb_abs_displacement, QtCore.SIGNAL("toggled(bool)"), self.abs_displacement_selected)
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QtCore.QObject.connect(self.form.rb_vm_stress, QtCore.SIGNAL("toggled(bool)"), self.vm_stress_selected)
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QtCore.QObject.connect(self.form.cb_show_displacement, QtCore.SIGNAL("clicked(bool)"), self.show_displacement)
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QtCore.QObject.connect(self.form.hsb_displacement_factor, QtCore.SIGNAL("valueChanged(int)"), self.hsb_disp_factor_changed)
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QtCore.QObject.connect(self.form.sb_displacement_factor, QtCore.SIGNAL("valueChanged(int)"), self.sb_disp_factor_changed)
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QtCore.QObject.connect(self.form.sb_displacement_factor_max, QtCore.SIGNAL("valueChanged(int)"), self.sb_disp_factor_max_changed)
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self.update()
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self.restore_result_dialog()
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def restore_result_dialog(self):
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try:
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rt = FreeCAD.FEM_dialog["results_type"]
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if rt == "None":
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self.form.rb_none.setChecked(True)
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self.none_selected(True)
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elif rt == "Uabs":
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self.form.rb_abs_displacement.setChecked(True)
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self.abs_displacement_selected(True)
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elif rt == "U1":
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self.form.rb_x_displacement.setChecked(True)
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self.x_displacement_selected(True)
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elif rt == "U2":
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self.form.rb_y_displacement.setChecked(True)
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self.y_displacement_selected(True)
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elif rt == "U3":
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self.form.rb_z_displacement.setChecked(True)
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self.z_displacement_selected(True)
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elif rt == "Sabs":
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self.form.rb_vm_stress.setChecked(True)
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self.vm_stress_selected(True)
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sd = FreeCAD.FEM_dialog["show_disp"]
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self.form.cb_show_displacement.setChecked(sd)
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self.show_displacement(sd)
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df = FreeCAD.FEM_dialog["disp_factor"]
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dfm = FreeCAD.FEM_dialog["disp_factor_max"]
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self.form.hsb_displacement_factor.setMaximum(dfm)
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self.form.hsb_displacement_factor.setValue(df)
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self.form.sb_displacement_factor_max.setValue(dfm)
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self.form.sb_displacement_factor.setValue(df)
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except:
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FreeCAD.FEM_dialog = {"results_type": "None", "show_disp": False,
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"disp_factor": 0, "disp_factor_max": 100}
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def getStandardButtons(self):
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return int(QtGui.QDialogButtonBox.Close)
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def get_result_stats(self, type_name, analysis=None):
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if analysis is None:
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analysis = FemGui.getActiveAnalysis()
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for i in analysis.Member:
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if (i.isDerivedFrom("Fem::FemResultObject")) and ("Stats" in i.PropertiesList):
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match_table = {"U1": (i.Stats[0], i.Stats[1], i.Stats[2]),
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"U2": (i.Stats[3], i.Stats[4], i.Stats[5]),
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"U3": (i.Stats[6], i.Stats[7], i.Stats[8]),
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"Uabs": (i.Stats[9], i.Stats[10], i.Stats[11]),
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"Sabs": (i.Stats[12], i.Stats[13], i.Stats[14]),
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"None": (0.0, 0.0, 0.0)}
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return match_table[type_name]
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return (0.0, 0.0, 0.0)
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def none_selected(self, state):
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FreeCAD.FEM_dialog["results_type"] = "None"
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self.set_result_stats("mm", 0.0, 0.0, 0.0)
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fea = FemTools()
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fea.reset_mesh_color()
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def abs_displacement_selected(self, state):
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FreeCAD.FEM_dialog["results_type"] = "Uabs"
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self.select_displacement_type("Uabs")
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def x_displacement_selected(self, state):
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FreeCAD.FEM_dialog["results_type"] = "U1"
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self.select_displacement_type("U1")
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def y_displacement_selected(self, state):
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FreeCAD.FEM_dialog["results_type"] = "U2"
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self.select_displacement_type("U2")
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def z_displacement_selected(self, state):
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FreeCAD.FEM_dialog["results_type"] = "U3"
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self.select_displacement_type("U3")
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def vm_stress_selected(self, state):
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FreeCAD.FEM_dialog["results_type"] = "Sabs"
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QApplication.setOverrideCursor(Qt.WaitCursor)
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if self.suitable_results:
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self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.ElementNumbers, self.result_object.StressValues)
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(minm, avg, maxm) = self.get_result_stats("Sabs")
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self.set_result_stats("MPa", minm, avg, maxm)
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QtGui.qApp.restoreOverrideCursor()
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def select_displacement_type(self, disp_type):
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QApplication.setOverrideCursor(Qt.WaitCursor)
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if disp_type == "Uabs":
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if self.suitable_results:
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self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.ElementNumbers, self.result_object.DisplacementLengths)
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else:
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match = {"U1": 0, "U2": 1, "U3": 2}
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d = zip(*self.result_object.DisplacementVectors)
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displacements = list(d[match[disp_type]])
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if self.suitable_results:
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self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.ElementNumbers, displacements)
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(minm, avg, maxm) = self.get_result_stats(disp_type)
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self.set_result_stats("mm", minm, avg, maxm)
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QtGui.qApp.restoreOverrideCursor()
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def set_result_stats(self, unit, minm, avg, maxm):
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self.form.le_min.setProperty("unit", unit)
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self.form.le_min.setText("{:.6} {}".format(minm, unit))
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self.form.le_avg.setProperty("unit", unit)
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self.form.le_avg.setText("{:.6} {}".format(avg, unit))
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self.form.le_max.setProperty("unit", unit)
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self.form.le_max.setText("{:.6} {}".format(maxm, unit))
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def update_displacement(self, factor=None):
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if factor is None:
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if FreeCAD.FEM_dialog["show_disp"]:
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factor = self.form.hsb_displacement_factor.value()
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else:
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factor = 0.0
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self.MeshObject.ViewObject.applyDisplacement(factor)
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def show_displacement(self, checked):
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QApplication.setOverrideCursor(Qt.WaitCursor)
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FreeCAD.FEM_dialog["show_disp"] = checked
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if "result_object" in FreeCAD.FEM_dialog:
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if FreeCAD.FEM_dialog["result_object"] != self.result_object:
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self.update_displacement()
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FreeCAD.FEM_dialog["result_object"] = self.result_object
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if self.suitable_results:
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self.MeshObject.ViewObject.setNodeDisplacementByVectors(self.result_object.ElementNumbers, self.result_object.DisplacementVectors)
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self.update_displacement()
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QtGui.qApp.restoreOverrideCursor()
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def hsb_disp_factor_changed(self, value):
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self.form.sb_displacement_factor.setValue(value)
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self.update_displacement()
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def sb_disp_factor_max_changed(self, value):
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FreeCAD.FEM_dialog["disp_factor_max"] = value
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self.form.hsb_displacement_factor.setMaximum(value)
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def sb_disp_factor_changed(self, value):
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FreeCAD.FEM_dialog["disp_factor"] = value
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self.form.hsb_displacement_factor.setValue(value)
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def update(self):
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self.MeshObject = None
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self.result_object = get_results_object(FreeCADGui.Selection.getSelection())
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for i in FemGui.getActiveAnalysis().Member:
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if i.isDerivedFrom("Fem::FemMeshObject"):
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self.MeshObject = i
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break
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if self.MeshObject.FemMesh.NodeCount == len(self.result_object.ElementNumbers):
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self.suitable_results = True
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else:
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self.suitable_results = False
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if not self.MeshObject.FemMesh.VolumeCount:
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FreeCAD.Console.PrintError('Graphical bending stress output for beam or shell FEM Meshes not yet supported!\n')
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else:
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FreeCAD.Console.PrintError('Result node numbers are not equal to FEM Mesh NodeCount!\n')
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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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# Helpers
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206
src/Mod/Fem/_ResultControlTaskPanel.py
Normal file
206
src/Mod/Fem/_ResultControlTaskPanel.py
Normal file
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@ -0,0 +1,206 @@
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import FreeCAD
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from FemTools import FemTools
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if FreeCAD.GuiUp:
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import FreeCADGui
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import FemGui
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from PySide import QtCore, QtGui
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from PySide.QtCore import Qt
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from PySide.QtGui import QApplication
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class _ResultControlTaskPanel:
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'''The control for the displacement post-processing'''
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def __init__(self):
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self.form = FreeCADGui.PySideUic.loadUi(FreeCAD.getHomePath() + "Mod/Fem/ShowDisplacement.ui")
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#Connect Signals and Slots
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QtCore.QObject.connect(self.form.rb_none, QtCore.SIGNAL("toggled(bool)"), self.none_selected)
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QtCore.QObject.connect(self.form.rb_x_displacement, QtCore.SIGNAL("toggled(bool)"), self.x_displacement_selected)
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QtCore.QObject.connect(self.form.rb_y_displacement, QtCore.SIGNAL("toggled(bool)"), self.y_displacement_selected)
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QtCore.QObject.connect(self.form.rb_z_displacement, QtCore.SIGNAL("toggled(bool)"), self.z_displacement_selected)
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QtCore.QObject.connect(self.form.rb_abs_displacement, QtCore.SIGNAL("toggled(bool)"), self.abs_displacement_selected)
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QtCore.QObject.connect(self.form.rb_vm_stress, QtCore.SIGNAL("toggled(bool)"), self.vm_stress_selected)
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QtCore.QObject.connect(self.form.cb_show_displacement, QtCore.SIGNAL("clicked(bool)"), self.show_displacement)
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QtCore.QObject.connect(self.form.hsb_displacement_factor, QtCore.SIGNAL("valueChanged(int)"), self.hsb_disp_factor_changed)
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QtCore.QObject.connect(self.form.sb_displacement_factor, QtCore.SIGNAL("valueChanged(int)"), self.sb_disp_factor_changed)
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QtCore.QObject.connect(self.form.sb_displacement_factor_max, QtCore.SIGNAL("valueChanged(int)"), self.sb_disp_factor_max_changed)
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self.update()
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self.restore_result_dialog()
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def restore_result_dialog(self):
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try:
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rt = FreeCAD.FEM_dialog["results_type"]
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if rt == "None":
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self.form.rb_none.setChecked(True)
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self.none_selected(True)
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elif rt == "Uabs":
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self.form.rb_abs_displacement.setChecked(True)
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self.abs_displacement_selected(True)
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elif rt == "U1":
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self.form.rb_x_displacement.setChecked(True)
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self.x_displacement_selected(True)
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elif rt == "U2":
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self.form.rb_y_displacement.setChecked(True)
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self.y_displacement_selected(True)
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elif rt == "U3":
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self.form.rb_z_displacement.setChecked(True)
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self.z_displacement_selected(True)
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elif rt == "Sabs":
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self.form.rb_vm_stress.setChecked(True)
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self.vm_stress_selected(True)
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sd = FreeCAD.FEM_dialog["show_disp"]
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self.form.cb_show_displacement.setChecked(sd)
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self.show_displacement(sd)
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df = FreeCAD.FEM_dialog["disp_factor"]
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dfm = FreeCAD.FEM_dialog["disp_factor_max"]
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self.form.hsb_displacement_factor.setMaximum(dfm)
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self.form.hsb_displacement_factor.setValue(df)
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self.form.sb_displacement_factor_max.setValue(dfm)
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self.form.sb_displacement_factor.setValue(df)
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except:
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FreeCAD.FEM_dialog = {"results_type": "None", "show_disp": False,
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"disp_factor": 0, "disp_factor_max": 100}
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def getStandardButtons(self):
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return int(QtGui.QDialogButtonBox.Close)
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def get_result_stats(self, type_name, analysis=None):
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if analysis is None:
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analysis = FemGui.getActiveAnalysis()
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for i in analysis.Member:
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if (i.isDerivedFrom("Fem::FemResultObject")) and ("Stats" in i.PropertiesList):
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match_table = {"U1": (i.Stats[0], i.Stats[1], i.Stats[2]),
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"U2": (i.Stats[3], i.Stats[4], i.Stats[5]),
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"U3": (i.Stats[6], i.Stats[7], i.Stats[8]),
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"Uabs": (i.Stats[9], i.Stats[10], i.Stats[11]),
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"Sabs": (i.Stats[12], i.Stats[13], i.Stats[14]),
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"None": (0.0, 0.0, 0.0)}
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return match_table[type_name]
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return (0.0, 0.0, 0.0)
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def none_selected(self, state):
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FreeCAD.FEM_dialog["results_type"] = "None"
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self.set_result_stats("mm", 0.0, 0.0, 0.0)
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fea = FemTools()
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fea.reset_mesh_color()
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def abs_displacement_selected(self, state):
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FreeCAD.FEM_dialog["results_type"] = "Uabs"
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self.select_displacement_type("Uabs")
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def x_displacement_selected(self, state):
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FreeCAD.FEM_dialog["results_type"] = "U1"
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self.select_displacement_type("U1")
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def y_displacement_selected(self, state):
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FreeCAD.FEM_dialog["results_type"] = "U2"
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self.select_displacement_type("U2")
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def z_displacement_selected(self, state):
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FreeCAD.FEM_dialog["results_type"] = "U3"
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self.select_displacement_type("U3")
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def vm_stress_selected(self, state):
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FreeCAD.FEM_dialog["results_type"] = "Sabs"
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QApplication.setOverrideCursor(Qt.WaitCursor)
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if self.suitable_results:
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self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.ElementNumbers, self.result_object.StressValues)
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(minm, avg, maxm) = self.get_result_stats("Sabs")
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self.set_result_stats("MPa", minm, avg, maxm)
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QtGui.qApp.restoreOverrideCursor()
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def select_displacement_type(self, disp_type):
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QApplication.setOverrideCursor(Qt.WaitCursor)
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if disp_type == "Uabs":
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if self.suitable_results:
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self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.ElementNumbers, self.result_object.DisplacementLengths)
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else:
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match = {"U1": 0, "U2": 1, "U3": 2}
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d = zip(*self.result_object.DisplacementVectors)
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displacements = list(d[match[disp_type]])
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if self.suitable_results:
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self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.ElementNumbers, displacements)
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(minm, avg, maxm) = self.get_result_stats(disp_type)
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self.set_result_stats("mm", minm, avg, maxm)
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QtGui.qApp.restoreOverrideCursor()
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def set_result_stats(self, unit, minm, avg, maxm):
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self.form.le_min.setProperty("unit", unit)
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self.form.le_min.setText("{:.6} {}".format(minm, unit))
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self.form.le_avg.setProperty("unit", unit)
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self.form.le_avg.setText("{:.6} {}".format(avg, unit))
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self.form.le_max.setProperty("unit", unit)
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self.form.le_max.setText("{:.6} {}".format(maxm, unit))
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def update_displacement(self, factor=None):
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if factor is None:
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if FreeCAD.FEM_dialog["show_disp"]:
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factor = self.form.hsb_displacement_factor.value()
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else:
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factor = 0.0
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self.MeshObject.ViewObject.applyDisplacement(factor)
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def show_displacement(self, checked):
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||||
QApplication.setOverrideCursor(Qt.WaitCursor)
|
||||
FreeCAD.FEM_dialog["show_disp"] = checked
|
||||
if "result_object" in FreeCAD.FEM_dialog:
|
||||
if FreeCAD.FEM_dialog["result_object"] != self.result_object:
|
||||
self.update_displacement()
|
||||
FreeCAD.FEM_dialog["result_object"] = self.result_object
|
||||
if self.suitable_results:
|
||||
self.MeshObject.ViewObject.setNodeDisplacementByVectors(self.result_object.ElementNumbers, self.result_object.DisplacementVectors)
|
||||
self.update_displacement()
|
||||
QtGui.qApp.restoreOverrideCursor()
|
||||
|
||||
def hsb_disp_factor_changed(self, value):
|
||||
self.form.sb_displacement_factor.setValue(value)
|
||||
self.update_displacement()
|
||||
|
||||
def sb_disp_factor_max_changed(self, value):
|
||||
FreeCAD.FEM_dialog["disp_factor_max"] = value
|
||||
self.form.hsb_displacement_factor.setMaximum(value)
|
||||
|
||||
def sb_disp_factor_changed(self, value):
|
||||
FreeCAD.FEM_dialog["disp_factor"] = value
|
||||
self.form.hsb_displacement_factor.setValue(value)
|
||||
|
||||
def update(self):
|
||||
self.MeshObject = None
|
||||
self.result_object = get_results_object(FreeCADGui.Selection.getSelection())
|
||||
|
||||
for i in FemGui.getActiveAnalysis().Member:
|
||||
if i.isDerivedFrom("Fem::FemMeshObject"):
|
||||
self.MeshObject = i
|
||||
break
|
||||
|
||||
if self.MeshObject.FemMesh.NodeCount == len(self.result_object.ElementNumbers):
|
||||
self.suitable_results = True
|
||||
else:
|
||||
self.suitable_results = False
|
||||
if not self.MeshObject.FemMesh.VolumeCount:
|
||||
FreeCAD.Console.PrintError('Graphical bending stress output for beam or shell FEM Meshes not yet supported!\n')
|
||||
else:
|
||||
FreeCAD.Console.PrintError('Result node numbers are not equal to FEM Mesh NodeCount!\n')
|
||||
|
||||
def accept(self):
|
||||
FreeCADGui.Control.closeDialog()
|
||||
|
||||
def reject(self):
|
||||
FreeCADGui.Control.closeDialog()
|
||||
|
||||
|
||||
#It's code duplication that should be removes wher we migrate to FemTools.py
|
||||
def get_results_object(sel):
|
||||
if (len(sel) == 1):
|
||||
if sel[0].isDerivedFrom("Fem::FemResultObject"):
|
||||
return sel[0]
|
||||
|
||||
for i in FemGui.getActiveAnalysis().Member:
|
||||
if(i.isDerivedFrom("Fem::FemResultObject")):
|
||||
return i
|
||||
return None
|
||||
Loading…
Reference in New Issue
Block a user