FEM: 1DFlow, result reading and display results
This commit is contained in:
kgoao
wmayer
parent
8bb1df3736
commit
919823dfb9
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@ -54,6 +54,8 @@ FemResultObject::FemResultObject()
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ADD_PROPERTY_TYPE(PrincipalMin,(0), "Fem",Prop_None,"List of Third Principal (Min) stress values");
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ADD_PROPERTY_TYPE(MaxShear,(0), "Fem",Prop_None,"List of Maximum Shear stress values");
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ADD_PROPERTY_TYPE(Temperature,(0), "Fem",Prop_None,"Nodal temperatures");
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ADD_PROPERTY_TYPE(MassFlowRate,(0), "Fem",Prop_None,"Nodal network mass flow rate");
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ADD_PROPERTY_TYPE(NetworkPressure,(0), "Fem",Prop_None,"Nodal network pressure");
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ADD_PROPERTY_TYPE(Eigenmode,(0), "Fem",Prop_None,"Number of the eigenmode");
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ADD_PROPERTY_TYPE(EigenmodeFrequency,(0), "Fem",Prop_None,"Frequency of the eigenmode");
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ADD_PROPERTY_TYPE(UserDefined,(0), "Fem",Prop_None,"User Defined Results");
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@ -74,6 +76,8 @@ FemResultObject::FemResultObject()
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PrincipalMin.setStatus(App::Property::ReadOnly, true);
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MaxShear.setStatus(App::Property::ReadOnly, true);
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Temperature.setStatus(App::Property::ReadOnly, true);
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MassFlowRate.setStatus(App::Property::ReadOnly, true);
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NetworkPressure.setStatus(App::Property::ReadOnly, true);
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Eigenmode.setStatus(App::Property::ReadOnly, true);
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EigenmodeFrequency.setStatus(App::Property::ReadOnly, true);
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UserDefined.setStatus(App::Property::ReadOnly, false);
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@ -913,6 +913,8 @@ void FemVTKTools::importMechanicalResult(vtkSmartPointer<vtkDataSet> dataset, Ap
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scalers["PrincipalMin"] = "Minimum Principal stress";
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scalers["MaxShear"] = "Max shear stress (Tresca)";
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scalers["StressValues"] = "Von Mises stress";
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scalers["MassFlowRate"] = "Mass Flow Rate";
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scalers["NetworkPressure"] = "Network Pressure";
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//scalers["DisplacementLengths"] = ""; // not yet exported in exportMechanicalResult()
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std::map<std::string, int> varids;
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@ -951,6 +953,8 @@ void FemVTKTools::exportMechanicalResult(const App::DocumentObject* res, vtkSmar
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scalers["PrincipalMin"] = "Minimum Principal stress";
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scalers["MaxShear"] = "Max shear stress (Tresca)";
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scalers["StressValues"] = "Von Mises stress";
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scalers["MassFlowRate"] = "Mass Flow Rate";
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scalers["NetworkPressure"] = "Network Pressure";
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//scalers["DisplacementLengths"] = ""; // not yet exported in exportMechanicalResult()
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std::string essential_property = std::string("DisplacementVectors");
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@ -7,387 +7,405 @@
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<x>0</x>
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<y>0</y>
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<width>446</width>
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<height>620</height>
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<height>898</height>
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</rect>
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</property>
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<property name="windowTitle">
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<string>Show result</string>
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</property>
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<layout class="QHBoxLayout" name="horizontalLayout">
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<layout class="QVBoxLayout" name="verticalLayout_2">
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<item>
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<layout class="QVBoxLayout" name="verticalLayout_3">
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<item>
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<widget class="QGroupBox" name="gb_result_type">
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<property name="title">
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<string>Result type</string>
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</property>
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<layout class="QVBoxLayout" name="verticalLayout">
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<item>
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<layout class="QGridLayout" name="gridLayout">
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<item row="4" column="0">
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<widget class="QRadioButton" name="rb_z_displacement">
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<property name="text">
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<string>Z displacement</string>
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</property>
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</widget>
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</item>
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<item row="3" column="0">
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<widget class="QRadioButton" name="rb_y_displacement">
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<property name="text">
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<string>Y displacement</string>
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</property>
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</widget>
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</item>
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<item row="2" column="0">
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<widget class="QRadioButton" name="rb_x_displacement">
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<property name="text">
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<string>X displacement</string>
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</property>
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</widget>
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</item>
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<item row="0" column="0">
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<widget class="QRadioButton" name="rb_none">
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<property name="text">
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<string>None</string>
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</property>
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<property name="checked">
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<bool>true</bool>
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</property>
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</widget>
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</item>
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<item row="1" column="0">
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<widget class="QRadioButton" name="rb_abs_displacement">
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<property name="text">
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<string>Abs displacement</string>
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</property>
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</widget>
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</item>
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<item row="4" column="1">
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<widget class="QRadioButton" name="rb_max_shear_stress">
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<property name="text">
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<string>Max shear stress(Tresca)</string>
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</property>
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</widget>
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</item>
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<item row="3" column="1">
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<widget class="QRadioButton" name="rb_minprin">
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<property name="text">
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<string>Min Principal stress</string>
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</property>
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</widget>
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</item>
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<item row="2" column="1">
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<widget class="QRadioButton" name="rb_maxprin">
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<property name="text">
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<string>Max Principal stress</string>
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</property>
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</widget>
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</item>
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<item row="1" column="1">
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<widget class="QRadioButton" name="rb_vm_stress">
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<property name="text">
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<string>Von Mises stress</string>
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</property>
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</widget>
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</item>
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<item row="0" column="1">
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<widget class="QRadioButton" name="rb_temperature">
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<property name="text">
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<string>Temperature</string>
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</property>
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</widget>
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</item>
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</layout>
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<widget class="QGroupBox" name="gb_result_type">
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<property name="title">
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<string>Result type</string>
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</property>
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<layout class="QVBoxLayout" name="verticalLayout">
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<item>
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<layout class="QGridLayout" name="gridLayout">
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<item row="0" column="0">
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<widget class="QRadioButton" name="rb_none">
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<property name="text">
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<string>None</string>
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</property>
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<property name="checked">
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<bool>true</bool>
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</property>
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</widget>
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</item>
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<item>
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<layout class="QFormLayout" name="formLayout">
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<item row="1" column="0">
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<widget class="QLabel" name="label_2">
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<property name="text">
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<string>Avg:</string>
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</property>
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</widget>
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</item>
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<item row="1" column="1">
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<widget class="Gui::InputField" name="le_avg">
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<property name="readOnly">
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<bool>true</bool>
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</property>
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<property name="unit" stdset="0">
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<string notr="true">mm</string>
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</property>
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</widget>
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</item>
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<item row="2" column="0">
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<widget class="QLabel" name="label">
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<property name="text">
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<string>Max:</string>
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</property>
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</widget>
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</item>
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<item row="2" column="1">
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<widget class="Gui::InputField" name="le_max">
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<property name="readOnly">
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<bool>true</bool>
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</property>
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<property name="unit" stdset="0">
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<string notr="true">mm</string>
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</property>
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</widget>
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</item>
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<item row="0" column="1">
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<widget class="Gui::InputField" name="le_min">
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<property name="readOnly">
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<bool>true</bool>
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</property>
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<property name="unit" stdset="0">
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<string notr="true">mm</string>
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</property>
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</widget>
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</item>
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<item row="0" column="0">
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<widget class="QLabel" name="label_4">
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<property name="text">
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<string>Min:</string>
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</property>
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</widget>
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</item>
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</layout>
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<item row="0" column="1">
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<widget class="QRadioButton" name="rb_temperature">
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<property name="text">
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<string>Temperature</string>
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</property>
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</widget>
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</item>
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<item row="1" column="0">
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<widget class="QRadioButton" name="rb_abs_displacement">
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<property name="text">
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<string>Abs displacement</string>
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</property>
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</widget>
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</item>
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<item row="1" column="1">
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<widget class="QRadioButton" name="rb_vm_stress">
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<property name="text">
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<string>Von Mises stress</string>
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</property>
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</widget>
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</item>
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<item row="2" column="0">
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<widget class="QRadioButton" name="rb_x_displacement">
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<property name="text">
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<string>X displacement</string>
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</property>
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</widget>
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</item>
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<item row="2" column="1">
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<widget class="QRadioButton" name="rb_maxprin">
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<property name="text">
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<string>Max Principal stress</string>
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</property>
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</widget>
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</item>
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<item row="3" column="0">
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<widget class="QRadioButton" name="rb_y_displacement">
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<property name="text">
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<string>Y displacement</string>
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</property>
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</widget>
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</item>
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<item row="3" column="1">
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<widget class="QRadioButton" name="rb_minprin">
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<property name="text">
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<string>Min Principal stress</string>
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</property>
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</widget>
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</item>
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<item row="4" column="0">
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<widget class="QRadioButton" name="rb_z_displacement">
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<property name="text">
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<string>Z displacement</string>
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</property>
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</widget>
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</item>
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<item row="4" column="1">
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<widget class="QRadioButton" name="rb_max_shear_stress">
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<property name="text">
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<string>Max shear stress(Tresca)</string>
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</property>
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</widget>
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</item>
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<item row="5" column="0">
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<widget class="QRadioButton" name="rb_massflowrate">
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<property name="text">
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<string>Mass Flow Rate</string>
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</property>
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</widget>
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</item>
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<item row="5" column="1">
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<widget class="QRadioButton" name="rb_networkpressure">
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<property name="text">
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<string>Network Pressure</string>
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</property>
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</widget>
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</item>
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</layout>
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</widget>
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</item>
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<item>
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<widget class="QGroupBox" name="gb_displacement">
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<property name="title">
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<string>Displacement</string>
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</property>
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<layout class="QVBoxLayout" name="verticalLayout_2">
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</item>
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<item>
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<layout class="QHBoxLayout" name="horizontalLayout">
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<item>
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<layout class="QHBoxLayout" name="horizontalLayout_2">
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<item>
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<widget class="QCheckBox" name="cb_show_displacement">
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<property name="text">
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<string>Show</string>
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</property>
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<property name="checked">
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<bool>false</bool>
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</property>
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</widget>
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</item>
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<item>
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<widget class="QScrollBar" name="hsb_displacement_factor">
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<property name="enabled">
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<bool>false</bool>
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</property>
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<property name="sizePolicy">
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<sizepolicy hsizetype="MinimumExpanding" vsizetype="Fixed">
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<horstretch>0</horstretch>
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<verstretch>0</verstretch>
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</sizepolicy>
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</property>
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<property name="orientation">
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<enum>Qt::Horizontal</enum>
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</property>
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</widget>
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</item>
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</layout>
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<widget class="QLabel" name="label_4">
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<property name="text">
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<string>Min:</string>
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</property>
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</widget>
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</item>
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<item>
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<layout class="QHBoxLayout" name="horizontalLayout_3">
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<item>
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<widget class="QLabel" name="label_3">
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<property name="enabled">
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<bool>false</bool>
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</property>
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<property name="text">
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<string>Factor:</string>
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</property>
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</widget>
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</item>
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<item>
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<widget class="QSpinBox" name="sb_displacement_factor">
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<property name="enabled">
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<bool>false</bool>
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</property>
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<property name="readOnly">
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<bool>false</bool>
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</property>
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<property name="maximum">
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<number>99999</number>
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</property>
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<property name="singleStep">
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<number>10</number>
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</property>
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<property name="value">
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<number>1</number>
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</property>
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</widget>
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</item>
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</layout>
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</item>
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<item>
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<layout class="QHBoxLayout" name="horizontalLayout_4">
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<item>
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<widget class="QLabel" name="label_7">
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<property name="enabled">
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<bool>false</bool>
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</property>
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<property name="text">
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<string>Slider max:</string>
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</property>
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</widget>
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</item>
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<item>
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<widget class="QSpinBox" name="sb_displacement_factor_max">
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<property name="enabled">
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<bool>false</bool>
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</property>
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<property name="readOnly">
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<bool>false</bool>
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</property>
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<property name="maximum">
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<number>99999</number>
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</property>
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<property name="singleStep">
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<number>10</number>
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</property>
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<property name="value">
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<number>100</number>
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</property>
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</widget>
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</item>
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</layout>
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<widget class="Gui::InputField" name="le_min">
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<property name="readOnly">
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<bool>true</bool>
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</property>
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<property name="unit" stdset="0">
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<string notr="true">mm</string>
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</property>
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</widget>
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</item>
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</layout>
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</widget>
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</item>
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<item>
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<widget class="QGroupBox" name="gb_displacement_2">
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<property name="title">
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<string>User defined equation</string>
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</property>
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<layout class="QVBoxLayout" name="verticalLayout_5">
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</item>
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<item>
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<layout class="QHBoxLayout" name="horizontalLayout_5">
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<item>
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<layout class="QVBoxLayout" name="verticalLayout_6">
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<item>
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<widget class="QPushButton" name="calculate">
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<property name="text">
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<string>Calculate and plot</string>
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</property>
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</widget>
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</item>
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<item>
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<widget class="QTextEdit" name="user_def_eq">
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<property name="html">
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<string><!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd">
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<widget class="QLabel" name="label_2">
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<property name="text">
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<string>Avg:</string>
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</property>
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</widget>
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</item>
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<item>
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<widget class="Gui::InputField" name="le_avg">
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<property name="readOnly">
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<bool>true</bool>
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</property>
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<property name="unit" stdset="0">
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<string notr="true">mm</string>
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</property>
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</widget>
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</item>
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</layout>
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</item>
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<item>
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<layout class="QHBoxLayout" name="horizontalLayout_6">
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<item>
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<widget class="QLabel" name="label">
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<property name="text">
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<string>Max:</string>
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</property>
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</widget>
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</item>
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<item>
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<widget class="Gui::InputField" name="le_max">
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<property name="readOnly">
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<bool>true</bool>
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</property>
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<property name="unit" stdset="0">
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<string notr="true">mm</string>
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</property>
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</widget>
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</item>
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</layout>
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</item>
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</layout>
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</widget>
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</item>
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<item>
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<widget class="QGroupBox" name="gb_displacement">
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<property name="title">
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<string>Displacement</string>
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</property>
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<layout class="QVBoxLayout" name="verticalLayout_4">
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<item>
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<layout class="QHBoxLayout" name="horizontalLayout_2">
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<item>
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<widget class="QCheckBox" name="cb_show_displacement">
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<property name="text">
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<string>Show</string>
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</property>
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<property name="checked">
|
||||
<bool>false</bool>
|
||||
</property>
|
||||
</widget>
|
||||
</item>
|
||||
<item>
|
||||
<widget class="QScrollBar" name="hsb_displacement_factor">
|
||||
<property name="enabled">
|
||||
<bool>false</bool>
|
||||
</property>
|
||||
<property name="sizePolicy">
|
||||
<sizepolicy hsizetype="MinimumExpanding" vsizetype="Fixed">
|
||||
<horstretch>0</horstretch>
|
||||
<verstretch>0</verstretch>
|
||||
</sizepolicy>
|
||||
</property>
|
||||
<property name="orientation">
|
||||
<enum>Qt::Horizontal</enum>
|
||||
</property>
|
||||
</widget>
|
||||
</item>
|
||||
</layout>
|
||||
</item>
|
||||
<item>
|
||||
<layout class="QHBoxLayout" name="horizontalLayout_3">
|
||||
<item>
|
||||
<widget class="QLabel" name="label_3">
|
||||
<property name="enabled">
|
||||
<bool>false</bool>
|
||||
</property>
|
||||
<property name="text">
|
||||
<string>Factor:</string>
|
||||
</property>
|
||||
</widget>
|
||||
</item>
|
||||
<item>
|
||||
<widget class="QSpinBox" name="sb_displacement_factor">
|
||||
<property name="enabled">
|
||||
<bool>false</bool>
|
||||
</property>
|
||||
<property name="readOnly">
|
||||
<bool>false</bool>
|
||||
</property>
|
||||
<property name="maximum">
|
||||
<number>99999</number>
|
||||
</property>
|
||||
<property name="singleStep">
|
||||
<number>10</number>
|
||||
</property>
|
||||
<property name="value">
|
||||
<number>1</number>
|
||||
</property>
|
||||
</widget>
|
||||
</item>
|
||||
</layout>
|
||||
</item>
|
||||
<item>
|
||||
<layout class="QHBoxLayout" name="horizontalLayout_4">
|
||||
<item>
|
||||
<widget class="QLabel" name="label_7">
|
||||
<property name="enabled">
|
||||
<bool>false</bool>
|
||||
</property>
|
||||
<property name="text">
|
||||
<string>Slider max:</string>
|
||||
</property>
|
||||
</widget>
|
||||
</item>
|
||||
<item>
|
||||
<widget class="QSpinBox" name="sb_displacement_factor_max">
|
||||
<property name="enabled">
|
||||
<bool>false</bool>
|
||||
</property>
|
||||
<property name="readOnly">
|
||||
<bool>false</bool>
|
||||
</property>
|
||||
<property name="maximum">
|
||||
<number>99999</number>
|
||||
</property>
|
||||
<property name="singleStep">
|
||||
<number>10</number>
|
||||
</property>
|
||||
<property name="value">
|
||||
<number>100</number>
|
||||
</property>
|
||||
</widget>
|
||||
</item>
|
||||
</layout>
|
||||
</item>
|
||||
</layout>
|
||||
</widget>
|
||||
</item>
|
||||
<item>
|
||||
<widget class="QGroupBox" name="gb_displacement_2">
|
||||
<property name="title">
|
||||
<string>User defined equation</string>
|
||||
</property>
|
||||
<layout class="QVBoxLayout" name="verticalLayout_3">
|
||||
<item>
|
||||
<layout class="QVBoxLayout" name="verticalLayout_6">
|
||||
<item>
|
||||
<widget class="QPushButton" name="calculate">
|
||||
<property name="text">
|
||||
<string>Calculate and plot</string>
|
||||
</property>
|
||||
</widget>
|
||||
</item>
|
||||
<item>
|
||||
<widget class="QTextEdit" name="user_def_eq">
|
||||
<property name="html">
|
||||
<string><!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd">
|
||||
<html><head><meta name="qrichtext" content="1" /><style type="text/css">
|
||||
p, li { white-space: pre-wrap; }
|
||||
</style></head><body style=" font-family:'DejaVu Sans'; font-size:9pt; font-weight:400; font-style:normal;">
|
||||
<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'Ubuntu'; font-size:11pt;">P1-P3 # Stress intensity stress equation. Available values are numpy array format. Calculation np.funtion can be used on available values. </span></p></body></html></string>
|
||||
</property>
|
||||
</widget>
|
||||
</item>
|
||||
<item>
|
||||
<widget class="QLabel" name="user_def_head_1">
|
||||
<property name="text">
|
||||
<string><html><head/><body><p><span style=" text-decoration: underline;">Available result types:</span></p></body></html></string>
|
||||
</property>
|
||||
</widget>
|
||||
</item>
|
||||
<item>
|
||||
<widget class="QLabel" name="user_def_head_2">
|
||||
<property name="minimumSize">
|
||||
<size>
|
||||
<width>0</width>
|
||||
<height>0</height>
|
||||
</size>
|
||||
</property>
|
||||
<property name="maximumSize">
|
||||
<size>
|
||||
<width>16777215</width>
|
||||
<height>16777215</height>
|
||||
</size>
|
||||
</property>
|
||||
<property name="lineWidth">
|
||||
<number>1</number>
|
||||
</property>
|
||||
<property name="text">
|
||||
<string><html><head/><body><p>displacement (x,y,z) and strain (ex,ey,ez)</p></body></html></string>
|
||||
</property>
|
||||
<property name="scaledContents">
|
||||
<bool>false</bool>
|
||||
</property>
|
||||
<property name="alignment">
|
||||
<set>Qt::AlignLeading|Qt::AlignLeft|Qt::AlignVCenter</set>
|
||||
</property>
|
||||
<property name="wordWrap">
|
||||
<bool>false</bool>
|
||||
</property>
|
||||
<property name="indent">
|
||||
<number>-1</number>
|
||||
</property>
|
||||
<property name="textInteractionFlags">
|
||||
<set>Qt::NoTextInteraction</set>
|
||||
</property>
|
||||
</widget>
|
||||
</item>
|
||||
<item>
|
||||
<widget class="QLabel" name="user_def_head_3">
|
||||
<property name="minimumSize">
|
||||
<size>
|
||||
<width>0</width>
|
||||
<height>0</height>
|
||||
</size>
|
||||
</property>
|
||||
<property name="maximumSize">
|
||||
<size>
|
||||
<width>16777215</width>
|
||||
<height>16777215</height>
|
||||
</size>
|
||||
</property>
|
||||
<property name="lineWidth">
|
||||
<number>1</number>
|
||||
</property>
|
||||
<property name="text">
|
||||
<string><html><head/><body><p>stresses (sx,sy,sz) and principal stresses (P1,P2,P3)</p></body></html></string>
|
||||
</property>
|
||||
<property name="scaledContents">
|
||||
<bool>false</bool>
|
||||
</property>
|
||||
<property name="alignment">
|
||||
<set>Qt::AlignLeading|Qt::AlignLeft|Qt::AlignVCenter</set>
|
||||
</property>
|
||||
<property name="wordWrap">
|
||||
<bool>false</bool>
|
||||
</property>
|
||||
<property name="indent">
|
||||
<number>-1</number>
|
||||
</property>
|
||||
<property name="textInteractionFlags">
|
||||
<set>Qt::NoTextInteraction</set>
|
||||
</property>
|
||||
</widget>
|
||||
</item>
|
||||
</layout>
|
||||
</style></head><body style=" font-family:'Ubuntu'; font-size:11pt; font-weight:400; font-style:normal;">
|
||||
<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">P1-P3 # Stress intensity stress equation. Available values are numpy array format. Calculation np.funtion can be used on available values. </p></body></html></string>
|
||||
</property>
|
||||
</widget>
|
||||
</item>
|
||||
<item>
|
||||
<widget class="QLabel" name="user_def_head_1">
|
||||
<property name="text">
|
||||
<string><html><head/><body><p><span style=" text-decoration: underline;">Available result types:</span></p></body></html></string>
|
||||
</property>
|
||||
</widget>
|
||||
</item>
|
||||
<item>
|
||||
<widget class="QLabel" name="user_def_head_2">
|
||||
<property name="minimumSize">
|
||||
<size>
|
||||
<width>0</width>
|
||||
<height>0</height>
|
||||
</size>
|
||||
</property>
|
||||
<property name="maximumSize">
|
||||
<size>
|
||||
<width>16777215</width>
|
||||
<height>16777215</height>
|
||||
</size>
|
||||
</property>
|
||||
<property name="lineWidth">
|
||||
<number>1</number>
|
||||
</property>
|
||||
<property name="text">
|
||||
<string><html><head/><body><p>displacement (x,y,z) and strain (ex,ey,ez)</p></body></html></string>
|
||||
</property>
|
||||
<property name="scaledContents">
|
||||
<bool>false</bool>
|
||||
</property>
|
||||
<property name="alignment">
|
||||
<set>Qt::AlignLeading|Qt::AlignLeft|Qt::AlignVCenter</set>
|
||||
</property>
|
||||
<property name="wordWrap">
|
||||
<bool>false</bool>
|
||||
</property>
|
||||
<property name="indent">
|
||||
<number>-1</number>
|
||||
</property>
|
||||
<property name="textInteractionFlags">
|
||||
<set>Qt::NoTextInteraction</set>
|
||||
</property>
|
||||
</widget>
|
||||
</item>
|
||||
<item>
|
||||
<widget class="QLabel" name="user_def_head_3">
|
||||
<property name="minimumSize">
|
||||
<size>
|
||||
<width>0</width>
|
||||
<height>0</height>
|
||||
</size>
|
||||
</property>
|
||||
<property name="maximumSize">
|
||||
<size>
|
||||
<width>16777215</width>
|
||||
<height>16777215</height>
|
||||
</size>
|
||||
</property>
|
||||
<property name="lineWidth">
|
||||
<number>1</number>
|
||||
</property>
|
||||
<property name="text">
|
||||
<string><html><head/><body><p>stresses (sx,sy,sz) and principal stresses (P1,P2,P3)</p></body></html></string>
|
||||
</property>
|
||||
<property name="scaledContents">
|
||||
<bool>false</bool>
|
||||
</property>
|
||||
<property name="alignment">
|
||||
<set>Qt::AlignLeading|Qt::AlignLeft|Qt::AlignVCenter</set>
|
||||
</property>
|
||||
<property name="wordWrap">
|
||||
<bool>false</bool>
|
||||
</property>
|
||||
<property name="indent">
|
||||
<number>-1</number>
|
||||
</property>
|
||||
<property name="textInteractionFlags">
|
||||
<set>Qt::NoTextInteraction</set>
|
||||
</property>
|
||||
</widget>
|
||||
</item>
|
||||
</layout>
|
||||
</widget>
|
||||
</item>
|
||||
<item>
|
||||
<spacer name="verticalSpacer">
|
||||
<property name="orientation">
|
||||
<enum>Qt::Vertical</enum>
|
||||
</property>
|
||||
<property name="sizeHint" stdset="0">
|
||||
<size>
|
||||
<width>20</width>
|
||||
<height>240</height>
|
||||
</size>
|
||||
</property>
|
||||
</spacer>
|
||||
</item>
|
||||
</layout>
|
||||
</item>
|
||||
</layout>
|
||||
</widget>
|
||||
</item>
|
||||
<item>
|
||||
<spacer name="verticalSpacer">
|
||||
<property name="orientation">
|
||||
<enum>Qt::Vertical</enum>
|
||||
</property>
|
||||
<property name="sizeHint" stdset="0">
|
||||
<size>
|
||||
<width>20</width>
|
||||
<height>92</height>
|
||||
</size>
|
||||
</property>
|
||||
</spacer>
|
||||
</item>
|
||||
</layout>
|
||||
</widget>
|
||||
|
|
|
|||
|
|
@ -61,6 +61,10 @@ class _TaskPanelShowResult:
|
|||
QtCore.QObject.connect(self.form.rb_maxprin, QtCore.SIGNAL("toggled(bool)"), self.max_prin_selected)
|
||||
QtCore.QObject.connect(self.form.rb_minprin, QtCore.SIGNAL("toggled(bool)"), self.min_prin_selected)
|
||||
QtCore.QObject.connect(self.form.rb_max_shear_stress, QtCore.SIGNAL("toggled(bool)"), self.max_shear_selected)
|
||||
QtCore.QObject.connect(self.form.rb_massflowrate, QtCore.SIGNAL("toggled(bool)"), self.massflowrate_selected)
|
||||
QtCore.QObject.connect(self.form.rb_networkpressure, QtCore.SIGNAL("toggled(bool)"), self.networkpressure_selected)
|
||||
QtCore.QObject.connect(self.form.user_def_eq, QtCore.SIGNAL("textchanged()"), self.user_defined_text)
|
||||
QtCore.QObject.connect(self.form.calculate, QtCore.SIGNAL("clicked()"), self.calculate)
|
||||
|
||||
# displacement
|
||||
QtCore.QObject.connect(self.form.cb_show_displacement, QtCore.SIGNAL("clicked(bool)"), self.show_displacement)
|
||||
|
|
@ -111,6 +115,12 @@ class _TaskPanelShowResult:
|
|||
elif rt == "MaxShear":
|
||||
self.form.rb_max_shear_stress.setChecked(True)
|
||||
self.max_shear_selected(True)
|
||||
elif rt == "MFlow":
|
||||
self.form.rb_massflowrate.setChecked(True)
|
||||
self.massflowrate_selected(True)
|
||||
elif rt == "NPress":
|
||||
self.form.rb_networkpressure.setChecked(True)
|
||||
self.networkpressure_selected(True)
|
||||
|
||||
sd = FreeCAD.FEM_dialog["show_disp"]
|
||||
self.form.cb_show_displacement.setChecked(sd)
|
||||
|
|
@ -209,6 +219,28 @@ class _TaskPanelShowResult:
|
|||
self.set_result_stats("K", minm, avg, maxm)
|
||||
QtGui.qApp.restoreOverrideCursor()
|
||||
|
||||
def massflowrate_selected(self, state):
|
||||
FreeCAD.FEM_dialog["results_type"] = "MFlow"
|
||||
QApplication.setOverrideCursor(Qt.WaitCursor)
|
||||
if self.suitable_results:
|
||||
self.mesh_obj.ViewObject.setNodeColorByScalars(self.result_obj.NodeNumbers, self.result_obj.MassFlowRate)
|
||||
minm = min(self.result_obj.MassFlowRate)
|
||||
avg = sum(self.result_obj.MassFlowRate) / len(self.result_obj.MassFlowRate)
|
||||
maxm = max(self.result_obj.MassFlowRate)
|
||||
self.set_result_stats("kg/s", minm, avg, maxm)
|
||||
QtGui.qApp.restoreOverrideCursor()
|
||||
|
||||
def networkpressure_selected(self, state):
|
||||
FreeCAD.FEM_dialog["results_type"] = "NPress"
|
||||
QApplication.setOverrideCursor(Qt.WaitCursor)
|
||||
if self.suitable_results:
|
||||
self.mesh_obj.ViewObject.setNodeColorByScalars(self.result_obj.NodeNumbers, self.result_obj.NetworkPressure)
|
||||
minm = min(self.result_obj.NetworkPressure)
|
||||
avg = sum(self.result_obj.NetworkPressure) / len(self.result_obj.NetworkPressure)
|
||||
maxm = max(self.result_obj.NetworkPressure)
|
||||
self.set_result_stats("MPa", minm, avg, maxm)
|
||||
QtGui.qApp.restoreOverrideCursor()
|
||||
|
||||
def min_prin_selected(self, state):
|
||||
FreeCAD.FEM_dialog["results_type"] = "MinPrin"
|
||||
QApplication.setOverrideCursor(Qt.WaitCursor)
|
||||
|
|
@ -232,6 +264,8 @@ class _TaskPanelShowResult:
|
|||
P3 = np.array(self.result_obj.PrincipalMin)
|
||||
Von = np.array(self.result_obj.StressValues)
|
||||
T = np.array(self.result_obj.Temperature)
|
||||
MF = np.array(self.result_obj.MassFlowRate)
|
||||
NP = np.array(self.result_obj.NetworkPressure)
|
||||
dispvectors = np.array(self.result_obj.DisplacementVectors)
|
||||
x = np.array(dispvectors[:, 0])
|
||||
y = np.array(dispvectors[:, 1])
|
||||
|
|
@ -256,7 +290,7 @@ class _TaskPanelShowResult:
|
|||
self.mesh_obj.ViewObject.setNodeColorByScalars(self.result_obj.NodeNumbers, UserDefinedFormula)
|
||||
self.set_result_stats("", minm, avg, maxm)
|
||||
QtGui.qApp.restoreOverrideCursor()
|
||||
del x, y, z, T, Von, P1, P2, P3, sx, sy, sz, ex, ey, ez # Dummy use to get around flake8, varibles not being used
|
||||
del x, y, z, T, Von, P1, P2, P3, sx, sy, sz, ex, ey, ez, MF, NP # Dummy use to get around flake8, varibles not being used
|
||||
|
||||
def select_displacement_type(self, disp_type):
|
||||
QApplication.setOverrideCursor(Qt.WaitCursor)
|
||||
|
|
@ -322,7 +356,9 @@ class _TaskPanelShowResult:
|
|||
StressValues --> rb_vm_stress
|
||||
PrincipalMax --> rb_maxprin
|
||||
PrincipalMin --> rb_minprin
|
||||
MaxShear --> rb_max_shear_stress'''
|
||||
MaxShear --> rb_max_shear_stress
|
||||
MassFlowRate --> rb_massflowrate
|
||||
NetworkPressure --> rb_networkpressure'''
|
||||
if len(self.result_obj.DisplacementLengths) == 0:
|
||||
self.form.rb_abs_displacement.setEnabled(0)
|
||||
if len(self.result_obj.DisplacementVectors) == 0:
|
||||
|
|
@ -339,12 +375,16 @@ class _TaskPanelShowResult:
|
|||
self.form.rb_minprin.setEnabled(0)
|
||||
if len(self.result_obj.MaxShear) == 0:
|
||||
self.form.rb_max_shear_stress.setEnabled(0)
|
||||
if len(self.result_obj.MassFlowRate) == 0:
|
||||
self.form.rb_massflowrate.setEnabled(0)
|
||||
if len(self.result_obj.NetworkPressure) == 0:
|
||||
self.form.rb_networkpressure.setEnabled(0)
|
||||
|
||||
def update(self):
|
||||
self.suitable_results = False
|
||||
self.disable_empty_result_buttons()
|
||||
if (self.mesh_obj.FemMesh.NodeCount == len(self.result_obj.NodeNumbers)):
|
||||
self.suitable_results = True
|
||||
self.disable_empty_result_buttons()
|
||||
self.mesh_obj.ViewObject.Visibility = True
|
||||
hide_parts_constraints()
|
||||
else:
|
||||
|
|
|
|||
|
|
@ -67,6 +67,10 @@ class _FemResultMechanical():
|
|||
|
||||
obj.addProperty("App::PropertyFloatList", "MaxShear", "Fem", "List of Maximum Shear stress values", True)
|
||||
|
||||
obj.addProperty("App::PropertyFloatList", "MassFlowRate", "Fem", "List of mass flow rate values", True)
|
||||
|
||||
obj.addProperty("App::PropertyFloatList", "NetworkPressure", "Fem", "List of network pressure values", True)
|
||||
|
||||
obj.addProperty("App::PropertyFloatList", "UserDefined", "Fem", "User Defined Results", True)
|
||||
|
||||
# temperature field is needed in the thermal stress analysis
|
||||
|
|
|
|||
|
|
@ -114,31 +114,123 @@ def importFrd(filename, analysis=None, result_name_prefix=None):
|
|||
results.Mesh = m
|
||||
break
|
||||
|
||||
disp = result_set['disp']
|
||||
stressv = result_set['stressv']
|
||||
strainv = result_set['strainv']
|
||||
no_of_values = len(disp)
|
||||
displacement = []
|
||||
for k, v in disp.items():
|
||||
displacement.append(v)
|
||||
try:
|
||||
disp = result_set['disp']
|
||||
stressv = result_set['stressv']
|
||||
strainv = result_set['strainv']
|
||||
no_of_values = len(disp)
|
||||
displacement = []
|
||||
for k, v in disp.items():
|
||||
displacement.append(v)
|
||||
|
||||
x_max, y_max, z_max = map(max, zip(*displacement))
|
||||
if eigenmode_number > 0:
|
||||
max_disp = max(x_max, y_max, z_max)
|
||||
# Allow for max displacement to be 0.1% of the span
|
||||
# FIXME - add to Preferences
|
||||
max_allowed_disp = 0.001 * span
|
||||
scale = max_allowed_disp / max_disp
|
||||
else:
|
||||
scale = 1.0
|
||||
x_max, y_max, z_max = map(max, zip(*displacement))
|
||||
if eigenmode_number > 0:
|
||||
max_disp = max(x_max, y_max, z_max)
|
||||
# Allow for max displacement to be 0.1% of the span
|
||||
# FIXME - add to Preferences
|
||||
max_allowed_disp = 0.001 * span
|
||||
scale = max_allowed_disp / max_disp
|
||||
else:
|
||||
scale = 1.0
|
||||
|
||||
if len(disp) > 0:
|
||||
results.DisplacementVectors = list(map((lambda x: x * scale), disp.values()))
|
||||
results.StressVectors = list(map((lambda x: x * scale), stressv.values()))
|
||||
results.StrainVectors = list(map((lambda x: x * scale), strainv.values()))
|
||||
results.NodeNumbers = list(disp.keys())
|
||||
if(mesh_object):
|
||||
results.Mesh = mesh_object
|
||||
if len(disp) > 0:
|
||||
results.DisplacementVectors = list(map((lambda x: x * scale), disp.values()))
|
||||
results.StressVectors = list(map((lambda x: x * scale), stressv.values()))
|
||||
results.StrainVectors = list(map((lambda x: x * scale), strainv.values()))
|
||||
results.NodeNumbers = disp.keys()
|
||||
if(mesh_object):
|
||||
results.Mesh = mesh_object
|
||||
|
||||
stress = result_set['stress']
|
||||
if len(stress) > 0:
|
||||
mstress = []
|
||||
prinstress1 = []
|
||||
prinstress2 = []
|
||||
prinstress3 = []
|
||||
shearstress = []
|
||||
for i in stress.values():
|
||||
mstress.append(calculate_von_mises(i))
|
||||
prin1, prin2, prin3, shear = calculate_principal_stress(i)
|
||||
prinstress1.append(prin1)
|
||||
prinstress2.append(prin2)
|
||||
prinstress3.append(prin3)
|
||||
shearstress.append(shear)
|
||||
if eigenmode_number > 0:
|
||||
results.StressValues = list(map((lambda x: x * scale), mstress))
|
||||
results.PrincipalMax = list(map((lambda x: x * scale), prinstress1))
|
||||
results.PrincipalMed = list(map((lambda x: x * scale), prinstress2))
|
||||
results.PrincipalMin = list(map((lambda x: x * scale), prinstress3))
|
||||
results.MaxShear = list(map((lambda x: x * scale), shearstress))
|
||||
results.Eigenmode = eigenmode_number
|
||||
else:
|
||||
results.StressValues = mstress
|
||||
results.PrincipalMax = prinstress1
|
||||
results.PrincipalMed = prinstress2
|
||||
results.PrincipalMin = prinstress3
|
||||
results.MaxShear = shearstress
|
||||
|
||||
if (results.NodeNumbers != 0 and results.NodeNumbers != stress.keys()):
|
||||
print("Inconsistent FEM results: element number for Stress doesn't equal element number for Displacement {} != {}"
|
||||
.format(results.NodeNumbers, len(results.StressValues)))
|
||||
results.NodeNumbers = stress.keys()
|
||||
|
||||
x_min, y_min, z_min = map(min, zip(*displacement))
|
||||
sum_list = map(sum, zip(*displacement))
|
||||
x_avg, y_avg, z_avg = [i / no_of_values for i in sum_list]
|
||||
|
||||
s_max = max(results.StressValues)
|
||||
s_min = min(results.StressValues)
|
||||
s_avg = sum(results.StressValues) / no_of_values
|
||||
p1_min = min(results.PrincipalMax)
|
||||
p1_avg = sum(results.PrincipalMax) / no_of_values
|
||||
p1_max = max(results.PrincipalMax)
|
||||
p2_min = min(results.PrincipalMed)
|
||||
p2_avg = sum(results.PrincipalMed) / no_of_values
|
||||
p2_max = max(results.PrincipalMed)
|
||||
p3_min = min(results.PrincipalMin)
|
||||
p3_avg = sum(results.PrincipalMin) / no_of_values
|
||||
p3_max = max(results.PrincipalMin)
|
||||
ms_min = min(results.MaxShear)
|
||||
ms_avg = sum(results.MaxShear) / no_of_values
|
||||
ms_max = max(results.MaxShear)
|
||||
|
||||
disp_abs = []
|
||||
for d in displacement:
|
||||
disp_abs.append(sqrt(pow(d[0], 2) + pow(d[1], 2) + pow(d[2], 2)))
|
||||
results.DisplacementLengths = disp_abs
|
||||
|
||||
a_max = max(disp_abs)
|
||||
a_min = min(disp_abs)
|
||||
a_avg = sum(disp_abs) / no_of_values
|
||||
|
||||
results.Stats = [x_min, x_avg, x_max,
|
||||
y_min, y_avg, y_max,
|
||||
z_min, z_avg, z_max,
|
||||
a_min, a_avg, a_max,
|
||||
s_min, s_avg, s_max,
|
||||
p1_min, p1_avg, p1_max,
|
||||
p2_min, p2_avg, p2_max,
|
||||
p3_min, p3_avg, p3_max,
|
||||
ms_min, ms_avg, ms_max]
|
||||
except:
|
||||
pass
|
||||
|
||||
# Read Equivalent Plastic strain if they exist
|
||||
try:
|
||||
Peeq = result_set['peeq']
|
||||
if len(Peeq) > 0:
|
||||
if len(Peeq.values()) != len(disp.values()):
|
||||
Pe = []
|
||||
Pe_extra_nodes = Peeq.values()
|
||||
nodes = len(disp.values())
|
||||
for i in range(nodes):
|
||||
Pe_value = Pe_extra_nodes[i]
|
||||
Pe.append(Pe_value)
|
||||
results.Peeq = Pe
|
||||
else:
|
||||
results.Peeq = Peeq.values()
|
||||
except:
|
||||
pass
|
||||
|
||||
# Read temperatures if they exist
|
||||
try:
|
||||
|
|
@ -158,96 +250,22 @@ def importFrd(filename, analysis=None, result_name_prefix=None):
|
|||
except:
|
||||
pass
|
||||
|
||||
stress = result_set['stress']
|
||||
if len(stress) > 0:
|
||||
mstress = []
|
||||
prinstress1 = []
|
||||
prinstress2 = []
|
||||
prinstress3 = []
|
||||
shearstress = []
|
||||
for i in stress.values():
|
||||
mstress.append(calculate_von_mises(i))
|
||||
prin1, prin2, prin3, shear = calculate_principal_stress(i)
|
||||
prinstress1.append(prin1)
|
||||
prinstress2.append(prin2)
|
||||
prinstress3.append(prin3)
|
||||
shearstress.append(shear)
|
||||
if eigenmode_number > 0:
|
||||
results.StressValues = list(map((lambda x: x * scale), mstress))
|
||||
results.PrincipalMax = list(map((lambda x: x * scale), prinstress1))
|
||||
results.PrincipalMed = list(map((lambda x: x * scale), prinstress2))
|
||||
results.PrincipalMin = list(map((lambda x: x * scale), prinstress3))
|
||||
results.MaxShear = list(map((lambda x: x * scale), shearstress))
|
||||
results.Eigenmode = eigenmode_number
|
||||
else:
|
||||
results.StressValues = mstress
|
||||
results.PrincipalMax = prinstress1
|
||||
results.PrincipalMed = prinstress2
|
||||
results.PrincipalMin = prinstress3
|
||||
results.MaxShear = shearstress
|
||||
|
||||
if (results.NodeNumbers != 0 and results.NodeNumbers != list(stress.keys())):
|
||||
print("Inconsistent FEM results: element number for Stress doesn't equal element number for Displacement {} != {}"
|
||||
.format(results.NodeNumbers, len(results.StressValues)))
|
||||
results.NodeNumbers = list(stress.keys())
|
||||
|
||||
# Read Equivalent Plastic strain if they exist
|
||||
try:
|
||||
Peeq = result_set['peeq']
|
||||
if len(Peeq) > 0:
|
||||
if len(Peeq.values()) != len(disp.values()):
|
||||
|
||||
Pe = []
|
||||
Pe_extra_nodes = Peeq.values()
|
||||
nodes = len(disp.values())
|
||||
for i in range(nodes):
|
||||
Pe_value = Pe_extra_nodes[i]
|
||||
Pe.append(Pe_value)
|
||||
results.Peeq = Pe
|
||||
else:
|
||||
results.Peeq = Peeq.values()
|
||||
MassFlow = result_set['mflow']
|
||||
if len(MassFlow) > 0:
|
||||
results.MassFlowRate = list(map((lambda x: x), MassFlow.values()))
|
||||
results.Time = step_time
|
||||
except:
|
||||
pass
|
||||
|
||||
x_min, y_min, z_min = map(min, zip(*displacement))
|
||||
sum_list = map(sum, zip(*displacement))
|
||||
x_avg, y_avg, z_avg = [i / no_of_values for i in sum_list]
|
||||
try:
|
||||
NetworkPressure = result_set['npressure']
|
||||
if len(NetworkPressure) > 0:
|
||||
results.NetworkPressure = list(map((lambda x: x), NetworkPressure.values()))
|
||||
results.Time = step_time
|
||||
except:
|
||||
pass
|
||||
|
||||
s_max = max(results.StressValues)
|
||||
s_min = min(results.StressValues)
|
||||
s_avg = sum(results.StressValues) / no_of_values
|
||||
p1_min = min(results.PrincipalMax)
|
||||
p1_avg = sum(results.PrincipalMax) / no_of_values
|
||||
p1_max = max(results.PrincipalMax)
|
||||
p2_min = min(results.PrincipalMed)
|
||||
p2_avg = sum(results.PrincipalMed) / no_of_values
|
||||
p2_max = max(results.PrincipalMed)
|
||||
p3_min = min(results.PrincipalMin)
|
||||
p3_avg = sum(results.PrincipalMin) / no_of_values
|
||||
p3_max = max(results.PrincipalMin)
|
||||
ms_min = min(results.MaxShear)
|
||||
ms_avg = sum(results.MaxShear) / no_of_values
|
||||
ms_max = max(results.MaxShear)
|
||||
|
||||
disp_abs = []
|
||||
for d in displacement:
|
||||
disp_abs.append(sqrt(pow(d[0], 2) + pow(d[1], 2) + pow(d[2], 2)))
|
||||
results.DisplacementLengths = disp_abs
|
||||
|
||||
a_max = max(disp_abs)
|
||||
a_min = min(disp_abs)
|
||||
a_avg = sum(disp_abs) / no_of_values
|
||||
|
||||
results.Stats = [x_min, x_avg, x_max,
|
||||
y_min, y_avg, y_max,
|
||||
z_min, z_avg, z_max,
|
||||
a_min, a_avg, a_max,
|
||||
s_min, s_avg, s_max,
|
||||
p1_min, p1_avg, p1_max,
|
||||
p2_min, p2_avg, p2_max,
|
||||
p3_min, p3_avg, p3_max,
|
||||
ms_min, ms_avg, ms_max]
|
||||
analysis_object.Member = analysis_object.Member + [results]
|
||||
|
||||
if(FreeCAD.GuiUp):
|
||||
|
|
@ -257,6 +275,18 @@ def importFrd(filename, analysis=None, result_name_prefix=None):
|
|||
|
||||
# read a calculix result file and extract the nodes, displacement vectores and stress values.
|
||||
def readResult(frd_input):
|
||||
inout_nodes_exist = False
|
||||
if os.path.exists("inout_nodes.txt"):
|
||||
inout_nodes = []
|
||||
f = pyopen("inout_nodes.txt", "r")
|
||||
lines = f.readlines()
|
||||
for line in lines:
|
||||
a = line.split(',')
|
||||
inout_nodes.append(a)
|
||||
if len(inout_nodes) > 0:
|
||||
inout_nodes_exist = True
|
||||
f.close()
|
||||
os.remove("inout_nodes.txt")
|
||||
frd_file = pyopen(frd_input, "r")
|
||||
nodes = {}
|
||||
elements_hexa8 = {}
|
||||
|
|
@ -279,6 +309,8 @@ def readResult(frd_input):
|
|||
mode_strain = {}
|
||||
mode_peeq = {}
|
||||
mode_temp = {}
|
||||
mode_massflow = {}
|
||||
mode_networkpressure = {}
|
||||
|
||||
mode_disp_found = False
|
||||
nodes_found = False
|
||||
|
|
@ -286,6 +318,8 @@ def readResult(frd_input):
|
|||
mode_strain_found = False
|
||||
mode_peeq_found = False
|
||||
mode_temp_found = False
|
||||
mode_massflow_found = False
|
||||
mode_networkpressure_found = False
|
||||
mode_time_found = False
|
||||
elements_found = False
|
||||
input_continues = False
|
||||
|
|
@ -479,7 +513,14 @@ def readResult(frd_input):
|
|||
nd1 = int(line[3:13])
|
||||
nd3 = int(line[13:23])
|
||||
nd2 = int(line[23:33])
|
||||
elements_seg3[elem] = (nd1, nd2, nd3)
|
||||
if inout_nodes_exist:
|
||||
for i in range(len(inout_nodes)):
|
||||
if nd1 == int(inout_nodes[i][1]):
|
||||
elements_seg3[elem] = (int(inout_nodes[i][2]), nd3, nd1) # fluid inlet node numbering
|
||||
elif nd3 == int(inout_nodes[i][1]):
|
||||
elements_seg3[elem] = (nd1, int(inout_nodes[i][2]), nd3) # fluid outlet node numbering
|
||||
else:
|
||||
elements_seg3[elem] = (nd1, nd2, nd3) # normal node numbering for D, B32 elements
|
||||
|
||||
# Check if we found new eigenmode
|
||||
if line[5:10] == "PMODE":
|
||||
|
|
@ -541,6 +582,30 @@ def readResult(frd_input):
|
|||
elem = int(line[4:13])
|
||||
temperature = float(line[13:25])
|
||||
mode_temp[elem] = (temperature)
|
||||
if line[5:11] == "MAFLOW":
|
||||
mode_massflow_found = True
|
||||
# we found a mass flow line in the frd file
|
||||
if mode_massflow_found and (line[1:3] == "-1"):
|
||||
elem = int(line[4:13])
|
||||
massflow = float(line[13:25])
|
||||
mode_massflow[elem] = (massflow * 1000) # convert units to kg/s from t/s
|
||||
if inout_nodes_exist:
|
||||
for i in range(len(inout_nodes)):
|
||||
if elem == int(inout_nodes[i][1]):
|
||||
node = int(inout_nodes[i][2])
|
||||
mode_massflow[node] = (massflow * 1000) # convert units to kg/s from t/s
|
||||
if line[5:11] == "STPRES":
|
||||
mode_networkpressure_found = True
|
||||
# we found a network pressure line in the frd file
|
||||
if mode_networkpressure_found and (line[1:3] == "-1"):
|
||||
elem = int(line[4:13])
|
||||
networkpressure = float(line[13:25])
|
||||
mode_networkpressure[elem] = (networkpressure)
|
||||
if inout_nodes_exist:
|
||||
for i in range(len(inout_nodes)):
|
||||
if elem == int(inout_nodes[i][1]):
|
||||
node = int(inout_nodes[i][2])
|
||||
mode_networkpressure[node] = (networkpressure)
|
||||
# Check for the end of a section
|
||||
if line[1:3] == "-3":
|
||||
if mode_disp_found:
|
||||
|
|
@ -561,6 +626,12 @@ def readResult(frd_input):
|
|||
if mode_time_found:
|
||||
mode_time_found = False
|
||||
|
||||
if mode_massflow_found:
|
||||
mode_massflow_found = False
|
||||
|
||||
if mode_networkpressure_found:
|
||||
mode_networkpressure_found = False
|
||||
|
||||
if mode_disp and mode_stress and mode_temp:
|
||||
mode_results = {}
|
||||
mode_results['number'] = eigenmode
|
||||
|
|
@ -590,6 +661,17 @@ def readResult(frd_input):
|
|||
mode_disp = {}
|
||||
mode_stress = {}
|
||||
eigenmode = 0
|
||||
|
||||
if mode_massflow and mode_networkpressure:
|
||||
mode_results = {}
|
||||
mode_results['number'] = eigenmode
|
||||
mode_results['mflow'] = mode_massflow
|
||||
mode_results['npressure'] = mode_networkpressure
|
||||
mode_results['time'] = timestep
|
||||
results.append(mode_results)
|
||||
mode_massflow = {}
|
||||
mode_networkpressure = {}
|
||||
eigenmode = 0
|
||||
nodes_found = False
|
||||
elements_found = False
|
||||
|
||||
|
|
|
|||
Loading…
Reference in New Issue
Block a user