Files
create/src/Mod/Fem/_TaskPanelShowResult.py

347 lines
18 KiB
Python

# ***************************************************************************
# * *
# * Copyright (c) 2013-2015 - Juergen Riegel <FreeCAD@juergen-riegel.net> *
# * *
# * This program is free software; you can redistribute it and/or modify *
# * it under the terms of the GNU Lesser General Public License (LGPL) *
# * as published by the Free Software Foundation; either version 2 of *
# * the License, or (at your option) any later version. *
# * for detail see the LICENCE text file. *
# * *
# * This program is distributed in the hope that it will be useful, *
# * but WITHOUT ANY WARRANTY; without even the implied warranty of *
# * MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the *
# * GNU Library General Public License for more details. *
# * *
# * You should have received a copy of the GNU Library General Public *
# * License along with this program; if not, write to the Free Software *
# * Foundation, Inc., 59 Temple Place, Suite 330, Boston, MA 02111-1307 *
# * USA *
# * *
# ***************************************************************************
__title__ = "Result Control Task Panel"
__author__ = "Juergen Riegel, Michael Hindley"
__url__ = "http://www.freecadweb.org"
## @package TaskPanelShowResult
# \ingroup FEM
import FreeCAD
import FemTools
import numpy as np
import FreeCADGui
import FemGui
from PySide import QtCore, QtGui
from PySide.QtCore import Qt
from PySide.QtGui import QApplication
class _TaskPanelShowResult:
'''The task panel for the post-processing'''
def __init__(self, obj):
self.result_object = obj
self.form = FreeCADGui.PySideUic.loadUi(FreeCAD.getHomePath() + "Mod/Fem/TaskPanelShowResult.ui")
self.fem_prefs = FreeCAD.ParamGet("User parameter:BaseApp/Preferences/Mod/Fem/General")
self.restore_result_settings_in_dialog = self.fem_prefs.GetBool("RestoreResultDialog", True)
# Connect Signals and Slots
QtCore.QObject.connect(self.form.rb_none, QtCore.SIGNAL("toggled(bool)"), self.none_selected)
QtCore.QObject.connect(self.form.rb_x_displacement, QtCore.SIGNAL("toggled(bool)"), self.x_displacement_selected)
QtCore.QObject.connect(self.form.rb_y_displacement, QtCore.SIGNAL("toggled(bool)"), self.y_displacement_selected)
QtCore.QObject.connect(self.form.rb_z_displacement, QtCore.SIGNAL("toggled(bool)"), self.z_displacement_selected)
QtCore.QObject.connect(self.form.rb_abs_displacement, QtCore.SIGNAL("toggled(bool)"), self.abs_displacement_selected)
QtCore.QObject.connect(self.form.rb_vm_stress, QtCore.SIGNAL("toggled(bool)"), self.vm_stress_selected)
QtCore.QObject.connect(self.form.rb_max_shear_stress, QtCore.SIGNAL("toggled(bool)"), self.max_shear_selected)
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_temperature, QtCore.SIGNAL("toggled(bool)"), self.temperature_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)
QtCore.QObject.connect(self.form.cb_show_displacement, QtCore.SIGNAL("clicked(bool)"), self.show_displacement)
QtCore.QObject.connect(self.form.hsb_displacement_factor, QtCore.SIGNAL("valueChanged(int)"), self.hsb_disp_factor_changed)
QtCore.QObject.connect(self.form.sb_displacement_factor, QtCore.SIGNAL("valueChanged(int)"), self.sb_disp_factor_changed)
QtCore.QObject.connect(self.form.sb_displacement_factor_max, QtCore.SIGNAL("valueChanged(int)"), self.sb_disp_factor_max_changed)
self.update()
if not FemGui.getActiveAnalysis():
FreeCAD.Console.PrintError('FEM Result task panel, no active analysis. This will cause problems later ...\n')
if self.restore_result_settings_in_dialog:
self.restore_result_dialog()
else:
self.restore_initial_result_dialog()
def restore_result_dialog(self):
try:
rt = FreeCAD.FEM_dialog["results_type"]
if rt == "None":
self.form.rb_none.setChecked(True)
self.none_selected(True)
elif rt == "Uabs":
self.form.rb_abs_displacement.setChecked(True)
self.abs_displacement_selected(True)
elif rt == "U1":
self.form.rb_x_displacement.setChecked(True)
self.x_displacement_selected(True)
elif rt == "U2":
self.form.rb_y_displacement.setChecked(True)
self.y_displacement_selected(True)
elif rt == "U3":
self.form.rb_z_displacement.setChecked(True)
self.z_displacement_selected(True)
elif rt == "Sabs":
self.form.rb_vm_stress.setChecked(True)
self.vm_stress_selected(True)
elif rt == "MaxShear":
self.form.rb_max_shear.setChecked(True)
self.rb_max_shear(True)
elif rt == "MaxPrin":
self.form.rb_maxprin.setChecked(True)
self.rb_maxprin(True)
elif rt == "Temp":
self.form.rb_temperature.setChecked(True)
self.rb_temperature(True)
elif rt == "MinPrin":
self.form.rb_minprin.setChecked(True)
self.rb_minprin(True)
sd = FreeCAD.FEM_dialog["show_disp"]
self.form.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)
except:
self.restore_initial_result_dialog()
def restore_initial_result_dialog(self):
FreeCAD.FEM_dialog = {"results_type": "None", "show_disp": False,
"disp_factor": 0, "disp_factor_max": 100}
fea = FemTools.FemTools()
fea.reset_mesh_color()
fea.reset_mesh_deformation()
def getStandardButtons(self):
return int(QtGui.QDialogButtonBox.Close)
def get_result_stats(self, type_name, analysis=None):
if "Stats" in self.result_object.PropertiesList:
Stats = self.result_object.Stats
match_table = {"U1": (Stats[0], Stats[1], Stats[2]),
"U2": (Stats[3], Stats[4], Stats[5]),
"U3": (Stats[6], Stats[7], Stats[8]),
"Uabs": (Stats[9], Stats[10], Stats[11]),
"Sabs": (Stats[12], Stats[13], Stats[14]),
"MaxPrin": (Stats[15], Stats[16], Stats[17]),
"MidPrin": (Stats[18], Stats[19], Stats[20]),
"MinPrin": (Stats[21], Stats[22], Stats[23]),
"MaxShear": (Stats[24], Stats[25], Stats[26]),
"None": (0.0, 0.0, 0.0)}
return match_table[type_name]
return (0.0, 0.0, 0.0)
def none_selected(self, state):
FreeCAD.FEM_dialog["results_type"] = "None"
self.set_result_stats("mm", 0.0, 0.0, 0.0)
fea = FemTools.FemTools()
fea.reset_mesh_color()
def abs_displacement_selected(self, state):
FreeCAD.FEM_dialog["results_type"] = "Uabs"
self.select_displacement_type("Uabs")
def x_displacement_selected(self, state):
FreeCAD.FEM_dialog["results_type"] = "U1"
self.select_displacement_type("U1")
def y_displacement_selected(self, state):
FreeCAD.FEM_dialog["results_type"] = "U2"
self.select_displacement_type("U2")
def z_displacement_selected(self, state):
FreeCAD.FEM_dialog["results_type"] = "U3"
self.select_displacement_type("U3")
def vm_stress_selected(self, state):
FreeCAD.FEM_dialog["results_type"] = "Sabs"
QApplication.setOverrideCursor(Qt.WaitCursor)
if self.suitable_results:
self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.NodeNumbers, self.result_object.StressValues)
(minm, avg, maxm) = self.get_result_stats("Sabs")
self.set_result_stats("MPa", minm, avg, maxm)
QtGui.qApp.restoreOverrideCursor()
def max_shear_selected(self, state):
FreeCAD.FEM_dialog["results_type"] = "MaxShear"
QApplication.setOverrideCursor(Qt.WaitCursor)
if self.suitable_results:
self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.NodeNumbers, self.result_object.MaxShear)
(minm, avg, maxm) = self.get_result_stats("MaxShear")
self.set_result_stats("MPa", minm, avg, maxm)
QtGui.qApp.restoreOverrideCursor()
def max_prin_selected(self, state):
FreeCAD.FEM_dialog["results_type"] = "MaxPrin"
QApplication.setOverrideCursor(Qt.WaitCursor)
if self.suitable_results:
self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.NodeNumbers, self.result_object.PrincipalMax)
(minm, avg, maxm) = self.get_result_stats("MaxPrin")
self.set_result_stats("MPa", minm, avg, maxm)
QtGui.qApp.restoreOverrideCursor()
def temperature_selected(self, state):
FreeCAD.FEM_dialog["results_type"] = "Temp"
QApplication.setOverrideCursor(Qt.WaitCursor)
if self.suitable_results:
self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.NodeNumbers, self.result_object.Temperature)
minm = min(self.result_object.Temperature)
avg = sum(self.result_object.Temperature) / len(self.result_object.Temperature)
maxm = max(self.result_object.Temperature)
self.set_result_stats("K", minm, avg, maxm)
QtGui.qApp.restoreOverrideCursor()
def min_prin_selected(self, state):
FreeCAD.FEM_dialog["results_type"] = "MinPrin"
QApplication.setOverrideCursor(Qt.WaitCursor)
if self.suitable_results:
self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.NodeNumbers, self.result_object.PrincipalMin)
(minm, avg, maxm) = self.get_result_stats("MinPrin")
self.set_result_stats("MPa", minm, avg, maxm)
QtGui.qApp.restoreOverrideCursor()
def user_defined_text(self, equation):
FreeCAD.FEM_dialog["results_type"] = "user"
self.form.user_def_eq.toPlainText()
def calculate(self):
FreeCAD.FEM_dialog["results_type"] = "None"
self.update()
self.restore_result_dialog()
# Convert existing values to numpy array
P1 = np.array(self.result_object.PrincipalMax)
P2 = np.array(self.result_object.PrincipalMed)
P3 = np.array(self.result_object.PrincipalMin)
Von = np.array(self.result_object.StressValues)
T = np.array(self.result_object.Temperature)
dispvectors = np.array(self.result_object.DisplacementVectors)
x = np.array(dispvectors[:, 0])
y = np.array(dispvectors[:, 1])
z = np.array(dispvectors[:, 2])
stressvectors = np.array(self.result_object.StressVectors)
sx = np.array(stressvectors[:, 0])
sy = np.array(stressvectors[:, 1])
sz = np.array(stressvectors[:, 2])
strainvectors = np.array(self.result_object.StrainVectors)
ex = np.array(strainvectors[:, 0])
ey = np.array(strainvectors[:, 1])
ez = np.array(strainvectors[:, 2])
userdefined_eq = self.form.user_def_eq.toPlainText() # Get equation to be used
UserDefinedFormula = eval(userdefined_eq).tolist()
self.result_object.UserDefined = UserDefinedFormula
minm = min(UserDefinedFormula)
avg = sum(UserDefinedFormula) / len(UserDefinedFormula)
maxm = max(UserDefinedFormula)
QApplication.setOverrideCursor(Qt.WaitCursor)
if self.suitable_results:
self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.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
def select_displacement_type(self, disp_type):
QApplication.setOverrideCursor(Qt.WaitCursor)
if disp_type == "Uabs":
if self.suitable_results:
self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.NodeNumbers, self.result_object.DisplacementLengths)
else:
match = {"U1": 0, "U2": 1, "U3": 2}
d = zip(*self.result_object.DisplacementVectors)
displacements = list(d[match[disp_type]])
if self.suitable_results:
self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.NodeNumbers, displacements)
(minm, avg, maxm) = self.get_result_stats(disp_type)
self.set_result_stats("mm", minm, avg, maxm)
QtGui.qApp.restoreOverrideCursor()
def set_result_stats(self, unit, minm, avg, maxm):
self.form.le_min.setProperty("unit", unit)
self.form.le_min.setText("{:.6} {}".format(minm, unit))
self.form.le_avg.setProperty("unit", unit)
self.form.le_avg.setText("{:.6} {}".format(avg, unit))
self.form.le_max.setProperty("unit", unit)
self.form.le_max.setText("{:.6} {}".format(maxm, unit))
def update_displacement(self, factor=None):
if factor is None:
if FreeCAD.FEM_dialog["show_disp"]:
factor = self.form.hsb_displacement_factor.value()
else:
factor = 0.0
self.MeshObject.ViewObject.applyDisplacement(factor)
def show_displacement(self, checked):
QApplication.setOverrideCursor(Qt.WaitCursor)
FreeCAD.FEM_dialog["show_disp"] = checked
if "result_object" in FreeCAD.FEM_dialog:
if FreeCAD.FEM_dialog["result_object"] != self.result_object:
self.update_displacement()
FreeCAD.FEM_dialog["result_object"] = self.result_object
if self.suitable_results:
self.MeshObject.ViewObject.setNodeDisplacementByVectors(self.result_object.NodeNumbers, self.result_object.DisplacementVectors)
self.update_displacement()
QtGui.qApp.restoreOverrideCursor()
def hsb_disp_factor_changed(self, value):
self.form.sb_displacement_factor.setValue(value)
self.update_displacement()
def sb_disp_factor_max_changed(self, value):
FreeCAD.FEM_dialog["disp_factor_max"] = value
self.form.hsb_displacement_factor.setMaximum(value)
def sb_disp_factor_changed(self, value):
FreeCAD.FEM_dialog["disp_factor"] = value
self.form.hsb_displacement_factor.setValue(value)
def update(self):
self.MeshObject = None
self.suitable_results = False
if self.result_object:
if len(self.result_object.Temperature) == 0: # Disable temperature radio button if it does ot exist in results
self.form.rb_temperature.setEnabled(0)
if hasattr(self.result_object, "Mesh") and self.result_object.Mesh:
self.MeshObject = self.result_object.Mesh
self.MeshObject.ViewObject.Visibility = True
if (self.MeshObject.FemMesh.NodeCount == len(self.result_object.NodeNumbers)):
self.suitable_results = True
else:
if not self.MeshObject.FemMesh.VolumeCount:
error_message = 'FEM: Graphical bending stress output for beam or shell FEM Meshes not yet supported.\n'
FreeCAD.Console.PrintError(error_message)
QtGui.QMessageBox.critical(None, 'No result object', error_message)
else:
error_message = 'FEM: Result node numbers are not equal to FEM Mesh NodeCount.\n'
FreeCAD.Console.PrintError(error_message)
QtGui.QMessageBox.critical(None, 'No result object', error_message)
else:
error_message = 'FEM: Result object has no appropriate FEM mesh.\n'
FreeCAD.Console.PrintError(error_message)
QtGui.QMessageBox.critical(None, 'No result object', error_message)
else:
error_message = 'FEM: Result task panel, no result object to display results for.\n'
FreeCAD.Console.PrintError(error_message)
QtGui.QMessageBox.critical(None, 'No result object', error_message)
def reject(self):
FreeCADGui.Control.closeDialog() # if the taks panell is called from Command obj is not in edit mode thus reset edit does not cleses the dialog, may be do not call but set in edit instead
FreeCADGui.ActiveDocument.resetEdit()