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FEM: result task panel, separate hints for user defined equations

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This commit is contained in:
UR-0
2020-02-12 09:25:57 +01:00
committed by Bernd Hahnebach
parent 43491a6397
commit e18daf1ec4
4 changed files with 342 additions and 264 deletions
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1
src/Mod/Fem/Gui/CMakeLists.txt
View File

@@ -419,6 +419,7 @@ SET(FemGuiPythonUI_SRCS
Resources/ui/MeshGroupXDMFExport.ui
Resources/ui/MeshRegion.ui
Resources/ui/ResultShow.ui
Resources/ui/ResultShowHints.ui
Resources/ui/SolverCalculix.ui
)

175
src/Mod/Fem/Gui/Resources/ui/ResultShow.ui
View File

@@ -314,181 +314,6 @@ p, li { white-space: pre-wrap; }
</item>
</layout>
</item>
<item>
<layout class="QGridLayout" name="gridLayout_2">
<item row="7" column="0">
<widget class="QLabel" name="user_def_head_9">
<property name="text">
<string>min. principal stress vector: s1x, s1y, s1z</string>
</property>
</widget>
</item>
<item row="8" column="0">
<widget class="QLabel" name="user_def_head_10">
<property name="text">
<string>med. principal stress vector: s2x, s2y, s2z</string>
</property>
</widget>
</item>
<item row="5" column="0">
<widget class="QLabel" name="user_def_head_6">
<property name="text">
<string>principal stresses: P1, P2, P3</string>
</property>
</widget>
</item>
<item row="6" column="0">
<widget class="QLabel" name="user_def_head_7">
<property name="text">
<string>equivalent plastic strain: Peeq</string>
</property>
</widget>
</item>
<item row="4" column="1">
<widget class="QLabel" name="user_def_head_5">
<property name="text">
<string>reinforcement ratio: rx, ry, rz</string>
</property>
</widget>
</item>
<item row="0" column="0">
<widget class="QLabel" name="user_def_head_1">
<property name="text">
<string>&lt;html&gt;&lt;head/&gt;&lt;body&gt;&lt;p&gt;&lt;span style=&quot; text-decoration: underline;&quot;&gt;Available result types:&lt;/span&gt;&lt;/p&gt;&lt;/body&gt;&lt;/html&gt;</string>
</property>
</widget>
</item>
<item row="3" column="0">
<widget class="QLabel" name="user_def_head_4">
<property name="text">
<string>strain: exx, eyy, ezz, exy, exz, eyz</string>
</property>
</widget>
</item>
<item row="2" column="0">
<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>stress: sxx, syy, szz, sxy, sxz, syz</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 row="4" column="0">
<widget class="QLabel" name="user_def_head_13">
<property name="text">
<string>von Mises stress: Von</string>
</property>
</widget>
</item>
<item row="3" column="1">
<widget class="QLabel" name="user_def_head_12">
<property name="text">
<string>mass flow rate: MF</string>
</property>
</widget>
</item>
<item row="1" column="0">
<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>displacement: x, y, z</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 row="2" column="1">
<widget class="QLabel" name="user_def_head_15">
<property name="baseSize">
<size>
<width>0</width>
<height>0</height>
</size>
</property>
<property name="text">
<string>network pressure: NP</string>
</property>
</widget>
</item>
<item row="1" column="1">
<widget class="QLabel" name="user_def_head_14">
<property name="text">
<string>temperature: T</string>
</property>
</widget>
</item>
<item row="5" column="1">
<widget class="QLabel" name="user_def_head_8">
<property name="text">
<string>Mohr Coulomb: mc</string>
</property>
</widget>
</item>
<item row="9" column="0">
<widget class="QLabel" name="user_def_head_11">
<property name="text">
<string>max. principal stress vector: s3x, s3y, s3z</string>
</property>
</widget>
</item>
</layout>
</item>
</layout>
</widget>
</item>

251
src/Mod/Fem/Gui/Resources/ui/ResultShowHints.ui Normal file
View File

@@ -0,0 +1,251 @@
<?xml version="1.0" encoding="UTF-8"?>
<ui version="4.0">
<class>ShowDisplacement</class>
<widget class="QWidget" name="ShowDisplacement">
<property name="geometry">
<rect>
<x>0</x>
<y>0</y>
<width>451</width>
<height>768</height>
</rect>
</property>
<property name="windowTitle">
<string>Hints user defined equations</string>
</property>
<layout class="QHBoxLayout" name="horizontalLayout">
<item>
<layout class="QVBoxLayout" name="verticalLayout_3">
<item>
<widget class="QGroupBox" name="gb_displacement_2">
<property name="title">
<string>Available result types:</string>
</property>
<layout class="QVBoxLayout" name="verticalLayout_5">
<item>
<layout class="QGridLayout" name="gridLayout_2">
<item row="0" column="0">
<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>displacement: x, y, z</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::TextSelectableByMouse</set>
</property>
</widget>
</item>
<item row="2" column="1">
<widget class="QLabel" name="user_def_head_12">
<property name="text">
<string>mass flow rate: MF</string>
</property>
<property name="textInteractionFlags">
<set>Qt::TextSelectableByMouse</set>
</property>
</widget>
</item>
<item row="1" column="1">
<widget class="QLabel" name="user_def_head_15">
<property name="baseSize">
<size>
<width>0</width>
<height>0</height>
</size>
</property>
<property name="text">
<string>network pressure: NP</string>
</property>
<property name="textInteractionFlags">
<set>Qt::TextSelectableByMouse</set>
</property>
</widget>
</item>
<item row="3" column="0">
<widget class="QLabel" name="user_def_head_13">
<property name="text">
<string>von Mises stress: Von</string>
</property>
<property name="textInteractionFlags">
<set>Qt::TextSelectableByMouse</set>
</property>
</widget>
</item>
<item row="0" column="1">
<widget class="QLabel" name="user_def_head_14">
<property name="text">
<string>temperature: T</string>
</property>
<property name="textInteractionFlags">
<set>Qt::TextSelectableByMouse</set>
</property>
</widget>
</item>
<item row="6" column="0">
<widget class="QLabel" name="user_def_head_9">
<property name="text">
<string>min. principal stress vector: s1x, s1y, s1z</string>
</property>
<property name="textInteractionFlags">
<set>Qt::TextSelectableByMouse</set>
</property>
</widget>
</item>
<item row="4" column="0">
<widget class="QLabel" name="user_def_head_6">
<property name="text">
<string>principal stresses: P1, P2, P3</string>
</property>
<property name="textInteractionFlags">
<set>Qt::TextSelectableByMouse</set>
</property>
</widget>
</item>
<item row="3" column="1">
<widget class="QLabel" name="user_def_head_5">
<property name="text">
<string>reinforcement ratio: rx, ry, rz</string>
</property>
<property name="textInteractionFlags">
<set>Qt::TextSelectableByMouse</set>
</property>
</widget>
</item>
<item row="5" column="0">
<widget class="QLabel" name="user_def_head_7">
<property name="text">
<string>equivalent plastic strain: Peeq</string>
</property>
<property name="textInteractionFlags">
<set>Qt::TextSelectableByMouse</set>
</property>
</widget>
</item>
<item row="7" column="0">
<widget class="QLabel" name="user_def_head_10">
<property name="text">
<string>med. principal stress vector: s2x, s2y, s2z</string>
</property>
<property name="textInteractionFlags">
<set>Qt::TextSelectableByMouse</set>
</property>
</widget>
</item>
<item row="1" column="0">
<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>stress: sxx, syy, szz, sxy, sxz, syz</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::TextSelectableByMouse</set>
</property>
</widget>
</item>
<item row="2" column="0">
<widget class="QLabel" name="user_def_head_4">
<property name="text">
<string>strain: exx, eyy, ezz, exy, exz, eyz</string>
</property>
<property name="textInteractionFlags">
<set>Qt::TextSelectableByMouse</set>
</property>
</widget>
</item>
<item row="4" column="1">
<widget class="QLabel" name="user_def_head_8">
<property name="text">
<string>Mohr Coulomb: mc</string>
</property>
<property name="textInteractionFlags">
<set>Qt::TextSelectableByMouse</set>
</property>
</widget>
</item>
<item row="8" column="0">
<widget class="QLabel" name="user_def_head_11">
<property name="text">
<string>max. principal stress vector: s3x, s3y, s3z</string>
</property>
<property name="textInteractionFlags">
<set>Qt::TextSelectableByMouse</set>
</property>
</widget>
</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>240</height>
</size>
</property>
</spacer>
</item>
</layout>
</item>
</layout>
</widget>
<resources/>
<connections/>
</ui>

179
src/Mod/Fem/femguiobjects/_ViewProviderFemResultMechanical.py
View File

@@ -128,9 +128,10 @@ class _TaskPanelFemResultShow:
# in view provider checks: Mesh, active analysis and
# if Mesh and result are in active analysis
self.form = FreeCADGui.PySideUic.loadUi(
FreeCAD.getHomePath() + "Mod/Fem/Resources/ui/ResultShow.ui"
)
self.form = [FreeCADGui.PySideUic.loadUi(FreeCAD.getHomePath() + "Mod/Fem/Resources/ui/ResultShow.ui"),
FreeCADGui.PySideUic.loadUi(FreeCAD.getHomePath() + "Mod/Fem/Resources/ui/ResultShowHints.ui")
]
self.fem_prefs = FreeCAD.ParamGet(
"User parameter:BaseApp/Preferences/Mod/Fem/General"
)
@@ -142,93 +143,93 @@ class _TaskPanelFemResultShow:
# result type radio buttons
# TODO: move to combo box, to be independent from result types and result types count
QtCore.QObject.connect(
self.form.rb_none, QtCore.SIGNAL("toggled(bool)"),
self.form[0].rb_none, QtCore.SIGNAL("toggled(bool)"),
self.none_selected
)
QtCore.QObject.connect(
self.form.rb_abs_displacement,
self.form[0].rb_abs_displacement,
QtCore.SIGNAL("toggled(bool)"),
self.abs_displacement_selected
)
QtCore.QObject.connect(
self.form.rb_x_displacement,
self.form[0].rb_x_displacement,
QtCore.SIGNAL("toggled(bool)"),
self.x_displacement_selected
)
QtCore.QObject.connect(
self.form.rb_y_displacement,
self.form[0].rb_y_displacement,
QtCore.SIGNAL("toggled(bool)"),
self.y_displacement_selected
)
QtCore.QObject.connect(
self.form.rb_z_displacement,
self.form[0].rb_z_displacement,
QtCore.SIGNAL("toggled(bool)"),
self.z_displacement_selected
)
QtCore.QObject.connect(
self.form.rb_temperature,
self.form[0].rb_temperature,
QtCore.SIGNAL("toggled(bool)"),
self.temperature_selected
)
QtCore.QObject.connect(
self.form.rb_vm_stress,
self.form[0].rb_vm_stress,
QtCore.SIGNAL("toggled(bool)"),
self.vm_stress_selected
)
QtCore.QObject.connect(
self.form.rb_maxprin,
self.form[0].rb_maxprin,
QtCore.SIGNAL("toggled(bool)"),
self.max_prin_selected
)
QtCore.QObject.connect(
self.form.rb_minprin,
self.form[0].rb_minprin,
QtCore.SIGNAL("toggled(bool)"),
self.min_prin_selected
)
QtCore.QObject.connect(
self.form.rb_max_shear_stress,
self.form[0].rb_max_shear_stress,
QtCore.SIGNAL("toggled(bool)"),
self.max_shear_selected
)
QtCore.QObject.connect(
self.form.rb_massflowrate,
self.form[0].rb_massflowrate,
QtCore.SIGNAL("toggled(bool)"),
self.massflowrate_selected
)
QtCore.QObject.connect(
self.form.rb_networkpressure,
self.form[0].rb_networkpressure,
QtCore.SIGNAL("toggled(bool)"),
self.networkpressure_selected
)
QtCore.QObject.connect(
self.form.rb_peeq,
self.form[0].rb_peeq,
QtCore.SIGNAL("toggled(bool)"),
self.peeq_selected
)
# displacement
QtCore.QObject.connect(
self.form.cb_show_displacement,
self.form[0].cb_show_displacement,
QtCore.SIGNAL("clicked(bool)"),
self.show_displacement
)
QtCore.QObject.connect(
self.form.hsb_displacement_factor,
self.form[0].hsb_displacement_factor,
QtCore.SIGNAL("valueChanged(int)"),
self.hsb_disp_factor_changed
)
self.form.sb_displacement_factor.valueChanged.connect(self.sb_disp_factor_changed)
self.form.sb_displacement_factor_max.valueChanged.connect(self.sb_disp_factor_max_changed)
self.form[0].sb_displacement_factor.valueChanged.connect(self.sb_disp_factor_changed)
self.form[0].sb_displacement_factor_max.valueChanged.connect(self.sb_disp_factor_max_changed)
# user defined equation
QtCore.QObject.connect(
self.form.user_def_eq,
self.form[0].user_def_eq,
QtCore.SIGNAL("textchanged()"),
self.user_defined_text
)
QtCore.QObject.connect(
self.form.calculate,
self.form[0].calculate,
QtCore.SIGNAL("clicked()"),
self.calculate
)
@@ -240,62 +241,62 @@ class _TaskPanelFemResultShow:
self.restore_initial_result_dialog()
# initialize scale factor for show displacement
scale_factor = get_displacement_scale_factor(self.result_obj)
self.form.sb_displacement_factor_max.setValue(10. * scale_factor)
self.form.sb_displacement_factor.setValue(scale_factor)
self.form[0].sb_displacement_factor_max.setValue(10. * scale_factor)
self.form[0].sb_displacement_factor.setValue(scale_factor)
def restore_result_dialog(self):
try:
rt = FreeCAD.FEM_dialog["results_type"]
if rt == "None":
self.form.rb_none.setChecked(True)
self.form[0].rb_none.setChecked(True)
self.none_selected(True)
elif rt == "Uabs":
self.form.rb_abs_displacement.setChecked(True)
self.form[0].rb_abs_displacement.setChecked(True)
self.abs_displacement_selected(True)
elif rt == "U1":
self.form.rb_x_displacement.setChecked(True)
self.form[0].rb_x_displacement.setChecked(True)
self.x_displacement_selected(True)
elif rt == "U2":
self.form.rb_y_displacement.setChecked(True)
self.form[0].rb_y_displacement.setChecked(True)
self.y_displacement_selected(True)
elif rt == "U3":
self.form.rb_z_displacement.setChecked(True)
self.form[0].rb_z_displacement.setChecked(True)
self.z_displacement_selected(True)
elif rt == "Temp":
self.form.rb_temperature.setChecked(True)
self.form[0].rb_temperature.setChecked(True)
self.temperature_selected(True)
elif rt == "Sabs":
self.form.rb_vm_stress.setChecked(True)
self.form[0].rb_vm_stress.setChecked(True)
self.vm_stress_selected(True)
elif rt == "MaxPrin":
self.form.rb_maxprin.setChecked(True)
self.form[0].rb_maxprin.setChecked(True)
self.max_prin_selected(True)
elif rt == "MinPrin":
self.form.rb_minprin.setChecked(True)
self.form[0].rb_minprin.setChecked(True)
self.min_prin_selected(True)
elif rt == "MaxShear":
self.form.rb_max_shear_stress.setChecked(True)
self.form[0].rb_max_shear_stress.setChecked(True)
self.max_shear_selected(True)
elif rt == "MFlow":
self.form.rb_massflowrate.setChecked(True)
self.form[0].rb_massflowrate.setChecked(True)
self.massflowrate_selected(True)
elif rt == "NPress":
self.form.rb_networkpressure.setChecked(True)
self.form[0].rb_networkpressure.setChecked(True)
self.networkpressure_selected(True)
elif rt == "Peeq":
self.form.rb_peeq.setChecked(True)
self.form[0].rb_peeq.setChecked(True)
self.peeq_selected(True)
sd = FreeCAD.FEM_dialog["show_disp"]
self.form.cb_show_displacement.setChecked(sd)
self.form[0].cb_show_displacement.setChecked(sd)
self.show_displacement(sd)
df = FreeCAD.FEM_dialog["disp_factor"]
dfm = FreeCAD.FEM_dialog["disp_factor_max"]
# self.form.hsb_displacement_factor.setMaximum(dfm)
# self.form.hsb_displacement_factor.setValue(df)
self.form.sb_displacement_factor_max.setValue(dfm)
self.form.sb_displacement_factor.setValue(df)
# self.form[0].hsb_displacement_factor.setMaximum(dfm)
# self.form[0].hsb_displacement_factor.setValue(df)
self.form[0].sb_displacement_factor_max.setValue(dfm)
self.form[0].sb_displacement_factor.setValue(df)
except:
self.restore_initial_result_dialog()
@@ -315,7 +316,7 @@ class _TaskPanelFemResultShow:
"disp_factor": 0.,
"disp_factor_max": 100.
}
self.form.sb_displacement_factor_max.setValue(100.) # init non standard values
self.form[0].sb_displacement_factor_max.setValue(100.) # init non standard values
def getStandardButtons(self):
return int(QtGui.QDialogButtonBox.Close)
@@ -339,7 +340,7 @@ class _TaskPanelFemResultShow:
if len(self.result_obj.DisplacementLengths) > 0:
self.result_selected("Uabs", self.result_obj.DisplacementLengths, "mm")
else:
self.form.rb_none.setChecked(True)
self.form[0].rb_none.setChecked(True)
self.none_selected(True)
def x_displacement_selected(self, state):
@@ -349,7 +350,7 @@ class _TaskPanelFemResultShow:
)
self.result_selected("U1", res_disp_u1, "mm")
else:
self.form.rb_none.setChecked(True)
self.form[0].rb_none.setChecked(True)
self.none_selected(True)
def y_displacement_selected(self, state):
@@ -359,7 +360,7 @@ class _TaskPanelFemResultShow:
)
self.result_selected("U2", res_disp_u2, "mm")
else:
self.form.rb_none.setChecked(True)
self.form[0].rb_none.setChecked(True)
self.none_selected(True)
def z_displacement_selected(self, state):
@@ -369,68 +370,68 @@ class _TaskPanelFemResultShow:
)
self.result_selected("U3", res_disp_u3, "mm")
else:
self.form.rb_none.setChecked(True)
self.form[0].rb_none.setChecked(True)
self.none_selected(True)
def vm_stress_selected(self, state):
if len(self.result_obj.StressValues) > 0:
self.result_selected("Sabs", self.result_obj.StressValues, "MPa")
else:
self.form.rb_none.setChecked(True)
self.form[0].rb_none.setChecked(True)
self.none_selected(True)
def max_shear_selected(self, state):
if len(self.result_obj.MaxShear) > 0:
self.result_selected("MaxShear", self.result_obj.MaxShear, "MPa")
else:
self.form.rb_none.setChecked(True)
self.form[0].rb_none.setChecked(True)
self.none_selected(True)
def max_prin_selected(self, state):
if len(self.result_obj.PrincipalMax) > 0:
self.result_selected("MaxPrin", self.result_obj.PrincipalMax, "MPa")
else:
self.form.rb_none.setChecked(True)
self.form[0].rb_none.setChecked(True)
self.none_selected(True)
def temperature_selected(self, state):
if len(self.result_obj.Temperature) > 0:
self.result_selected("Temp", self.result_obj.Temperature, "K")
else:
self.form.rb_none.setChecked(True)
self.form[0].rb_none.setChecked(True)
self.none_selected(True)
def massflowrate_selected(self, state):
if len(self.result_obj.MassFlowRate) > 0:
self.result_selected("MFlow", self.result_obj.MassFlowRate, "kg/s")
else:
self.form.rb_none.setChecked(True)
self.form[0].rb_none.setChecked(True)
self.none_selected(True)
def networkpressure_selected(self, state):
if len(self.result_obj.NetworkPressure) > 0:
self.result_selected("NPress", self.result_obj.NetworkPressure, "MPa")
else:
self.form.rb_none.setChecked(True)
self.form[0].rb_none.setChecked(True)
self.none_selected(True)
def min_prin_selected(self, state):
if len(self.result_obj.PrincipalMin) > 0:
self.result_selected("MinPrin", self.result_obj.PrincipalMin, "MPa")
else:
self.form.rb_none.setChecked(True)
self.form[0].rb_none.setChecked(True)
self.none_selected(True)
def peeq_selected(self, state):
if len(self.result_obj.Peeq) > 0:
self.result_selected("Peeq", self.result_obj.Peeq, "")
else:
self.form.rb_none.setChecked(True)
self.form[0].rb_none.setChecked(True)
self.none_selected(True)
def user_defined_text(self, equation):
FreeCAD.FEM_dialog["results_type"] = "user"
self.form.user_def_eq.toPlainText()
self.form[0].user_def_eq.toPlainText()
def calculate(self):
@@ -488,7 +489,7 @@ class _TaskPanelFemResultShow:
FreeCAD.FEM_dialog["results_type"] = "None"
self.update()
self.restore_result_dialog()
userdefined_eq = self.form.user_def_eq.toPlainText() # Get equation to be used
userdefined_eq = self.form[0].user_def_eq.toPlainText() # Get equation to be used
UserDefinedFormula = eval(userdefined_eq).tolist()
if UserDefinedFormula:
self.result_obj.UserDefined = UserDefinedFormula
@@ -526,17 +527,17 @@ class _TaskPanelFemResultShow:
QtGui.QApplication.restoreOverrideCursor()
def set_result_stats(self, unit, minm, avg, maxm):
self.form.le_min.setProperty("unit", unit)
self.form.le_min.setProperty("rawText", "{:.6} {}".format(minm, unit))
self.form.le_avg.setProperty("unit", unit)
self.form.le_avg.setProperty("rawText", "{:.6} {}".format(avg, unit))
self.form.le_max.setProperty("unit", unit)
self.form.le_max.setProperty("rawText", "{:.6} {}".format(maxm, unit))
self.form[0].le_min.setProperty("unit", unit)
self.form[0].le_min.setProperty("rawText", "{:.6} {}".format(minm, unit))
self.form[0].le_avg.setProperty("unit", unit)
self.form[0].le_avg.setProperty("rawText", "{:.6} {}".format(avg, unit))
self.form[0].le_max.setProperty("unit", unit)
self.form[0].le_max.setProperty("rawText", "{:.6} {}".format(maxm, unit))
def update_displacement(self, factor=None):
if factor is None:
if FreeCAD.FEM_dialog["show_disp"]:
factor = self.form.sb_displacement_factor.value()
factor = self.form[0].sb_displacement_factor.value()
else:
factor = 0.0
self.mesh_obj.ViewObject.applyDisplacement(factor)
@@ -557,31 +558,31 @@ class _TaskPanelFemResultShow:
QtGui.QApplication.restoreOverrideCursor()
def hsb_disp_factor_changed(self, value):
self.form.sb_displacement_factor.setValue(
value / 100. * self.form.sb_displacement_factor_max.value()
self.form[0].sb_displacement_factor.setValue(
value / 100. * self.form[0].sb_displacement_factor_max.value()
)
self.update_displacement()
def sb_disp_factor_max_changed(self, value):
FreeCAD.FEM_dialog["disp_factor_max"] = value
if value < self.form.sb_displacement_factor.value():
self.form.sb_displacement_factor.setValue(value)
if value < self.form[0].sb_displacement_factor.value():
self.form[0].sb_displacement_factor.setValue(value)
if value == 0.:
self.form.hsb_displacement_factor.setValue(0)
self.form[0].hsb_displacement_factor.setValue(0)
else:
self.form.hsb_displacement_factor.setValue(
round(self.form.sb_displacement_factor.value() / value * 100.)
self.form[0].hsb_displacement_factor.setValue(
round(self.form[0].sb_displacement_factor.value() / value * 100.)
)
def sb_disp_factor_changed(self, value):
FreeCAD.FEM_dialog["disp_factor"] = value
if value > self.form.sb_displacement_factor_max.value():
self.form.sb_displacement_factor.setValue(self.form.sb_displacement_factor_max.value())
if self.form.sb_displacement_factor_max.value() == 0.:
self.form.hsb_displacement_factor.setValue(0.)
if value > self.form[0].sb_displacement_factor_max.value():
self.form[0].sb_displacement_factor.setValue(self.form[0].sb_displacement_factor_max.value())
if self.form[0].sb_displacement_factor_max.value() == 0.:
self.form[0].hsb_displacement_factor.setValue(0.)
else:
self.form.hsb_displacement_factor.setValue(
round(value / self.form.sb_displacement_factor_max.value() * 100.)
self.form[0].hsb_displacement_factor.setValue(
round(value / self.form[0].sb_displacement_factor_max.value() * 100.)
)
def disable_empty_result_buttons(self):
@@ -598,27 +599,27 @@ class _TaskPanelFemResultShow:
NetworkPressure --> rb_networkpressure
Peeq --> rb_peeq"""
if len(self.result_obj.DisplacementLengths) == 0:
self.form.rb_abs_displacement.setEnabled(0)
self.form[0].rb_abs_displacement.setEnabled(0)
if len(self.result_obj.DisplacementVectors) == 0:
self.form.rb_x_displacement.setEnabled(0)
self.form.rb_y_displacement.setEnabled(0)
self.form.rb_z_displacement.setEnabled(0)
self.form[0].rb_x_displacement.setEnabled(0)
self.form[0].rb_y_displacement.setEnabled(0)
self.form[0].rb_z_displacement.setEnabled(0)
if len(self.result_obj.Temperature) == 0:
self.form.rb_temperature.setEnabled(0)
self.form[0].rb_temperature.setEnabled(0)
if len(self.result_obj.StressValues) == 0:
self.form.rb_vm_stress.setEnabled(0)
self.form[0].rb_vm_stress.setEnabled(0)
if len(self.result_obj.PrincipalMax) == 0:
self.form.rb_maxprin.setEnabled(0)
self.form[0].rb_maxprin.setEnabled(0)
if len(self.result_obj.PrincipalMin) == 0:
self.form.rb_minprin.setEnabled(0)
self.form[0].rb_minprin.setEnabled(0)
if len(self.result_obj.MaxShear) == 0:
self.form.rb_max_shear_stress.setEnabled(0)
self.form[0].rb_max_shear_stress.setEnabled(0)
if len(self.result_obj.MassFlowRate) == 0:
self.form.rb_massflowrate.setEnabled(0)
self.form[0].rb_massflowrate.setEnabled(0)
if len(self.result_obj.NetworkPressure) == 0:
self.form.rb_networkpressure.setEnabled(0)
self.form[0].rb_networkpressure.setEnabled(0)
if len(self.result_obj.Peeq) == 0:
self.form.rb_peeq.setEnabled(0)
self.form[0].rb_peeq.setEnabled(0)
def update(self):
self.reset_result_mesh()