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FEM: result task panel, make all stress strain components in user defined equation available and adapt ui

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This commit is contained in:
Bernd Hahnebach
2019-03-15 21:06:24 +01:00
committed by Yorik van Havre
parent a151b9dc76
commit b03e069766
2 changed files with 15 additions and 11 deletions
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4
src/Mod/Fem/Gui/Resources/ui/ResultShow.ui
View File

@@ -334,7 +334,7 @@ p, li { white-space: pre-wrap; }
<number>1</number>
</property>
<property name="text">
<string>&lt;html&gt;&lt;head/&gt;&lt;body&gt;&lt;p&gt;displacement (x,y,z) and strain (ex,ey,ez)&lt;/p&gt;&lt;/body&gt;&lt;/html&gt;</string>
<string>&lt;html&gt;&lt;head/&gt;&lt;body&gt;&lt;p&gt;displacement (x,y,z) and strain (exx,eyy,ezz,exy,exz,eyz)&lt;/p&gt;&lt;/body&gt;&lt;/html&gt;</string>
</property>
<property name="scaledContents">
<bool>false</bool>
@@ -371,7 +371,7 @@ p, li { white-space: pre-wrap; }
<number>1</number>
</property>
<property name="text">
<string>&lt;html&gt;&lt;head/&gt;&lt;body&gt;&lt;p&gt;stresses (sx,sy,sz) and principal stresses (P1,P2,P3)&lt;/p&gt;&lt;/body&gt;&lt;/html&gt;</string>
<string>&lt;html&gt;&lt;head/&gt;&lt;body&gt;&lt;p&gt;stresses (sxx,syy,szz,sxy,sxz,syz) and principal stresses (P1,P2,P3)&lt;/p&gt;&lt;/body&gt;&lt;/html&gt;</string>
</property>
<property name="scaledContents">
<bool>false</bool>

22
src/Mod/Fem/femguiobjects/_ViewProviderFemResultMechanical.py
View File

@@ -341,14 +341,18 @@ class _TaskPanelFemResultShow:
x = np.array(dispvectors[:, 0])
y = np.array(dispvectors[:, 1])
z = np.array(dispvectors[:, 2])
stressvectors = np.array(self.result_obj.StressVectors)
sx = np.array(stressvectors[:, 0])
sy = np.array(stressvectors[:, 1])
sz = np.array(stressvectors[:, 2])
strainvectors = np.array(self.result_obj.StrainVectors)
ex = np.array(strainvectors[:, 0])
ey = np.array(strainvectors[:, 1])
ez = np.array(strainvectors[:, 2])
sxx = np.array(self.result_obj.NodeStressXX)
syy = np.array(self.result_obj.NodeStressYY)
szz = np.array(self.result_obj.NodeStressZZ)
sxy = np.array(self.result_obj.NodeStressXY)
sxz = np.array(self.result_obj.NodeStressXZ)
syz = np.array(self.result_obj.NodeStressYZ)
exx = np.array(self.result_obj.NodeStrainXX)
eyy = np.array(self.result_obj.NodeStrainYY)
ezz = np.array(self.result_obj.NodeStrainZZ)
exy = np.array(self.result_obj.NodeStrainXY)
exz = np.array(self.result_obj.NodeStrainXZ)
eyz = np.array(self.result_obj.NodeStrainYZ)
userdefined_eq = self.form.user_def_eq.toPlainText() # Get equation to be used
UserDefinedFormula = eval(userdefined_eq).tolist()
self.result_obj.UserDefined = UserDefinedFormula
@@ -361,7 +365,7 @@ class _TaskPanelFemResultShow:
self.mesh_obj.ViewObject.setNodeColorByScalars(self.result_obj.NodeNumbers, UserDefinedFormula)
self.set_result_stats("", minm, avg, maxm)
QtGui.QApplication.restoreOverrideCursor()
del x, y, z, T, Von, Peeq, P1, P2, P3, sx, sy, sz, ex, ey, ez, MF, NP # Dummy use of the variables to get around flake8 error
del x, y, z, T, Von, Peeq, P1, P2, P3, sxx, syy, szz, sxy, sxz, syz, exx, eyy, ezz, exy, exz, eyz, MF, NP # Dummy use of the variables to get around flake8 error
def select_displacement_type(self, disp_type):
QApplication.setOverrideCursor(Qt.WaitCursor)