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FEM: results, use single quotes instead of double ones

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This commit is contained in:
Bernd Hahnebach
2019-09-05 22:22:12 +02:00
parent 88004dcbfb
commit ee99681471
1 changed files with 25 additions and 25 deletions
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50
src/Mod/Fem/femresult/resulttools.py
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@@ -37,7 +37,7 @@ from math import isnan
# @param analysis
def purge_results(analysis):
for m in analysis.Group:
if (m.isDerivedFrom('Fem::FemResultObject')):
if (m.isDerivedFrom("Fem::FemResultObject")):
if m.Mesh \
and hasattr(m.Mesh, "Proxy") \
and m.Mesh.Proxy.Type == "Fem::FemMeshResult":
@@ -49,7 +49,7 @@ def purge_results(analysis):
# we could run into trouble in one loop because
# we will delete objects and try to access them later
for m in analysis.Group:
if femutils.is_of_type(m, 'Fem::FemMeshResult'):
if femutils.is_of_type(m, "Fem::FemMeshResult"):
analysis.Document.removeObject(m.Name)
FreeCAD.ActiveDocument.recompute()
@@ -108,7 +108,7 @@ def show_result(resultobj, result_type="Sabs", limit=None):
values = list(d[match[result_type]])
show_color_by_scalar_with_cutoff(resultobj, values, limit)
else:
print('Error, No result object given.')
print("Error, No result object given.")
## Sets mesh color using list of values. Internally used by show_result function.
@@ -182,12 +182,12 @@ def get_all_stats(res_obj):
def fill_femresult_stats(res_obj):
'''
"""
fills a FreeCAD FEM mechanical result object with stats data
res_obj: FreeCAD FEM result object
'''
"""
FreeCAD.Console.PrintLog(
'Calculate stats list for result obj: ' + res_obj.Name + '\n'
"Calculate stats list for result obj: " + res_obj.Name + "\n"
)
no_of_values = 1 # to avoid division by zero
# set stats values to 0, they may not exist in res_obj
@@ -259,7 +259,7 @@ def fill_femresult_stats(res_obj):
temp_min, temp_avg, temp_max,
mflow_min, mflow_avg, mflow_max,
npress_min, npress_avg, npress_max]
'''
"""
stat_types = [
"U1",
"U2",
@@ -275,7 +275,7 @@ def fill_femresult_stats(res_obj):
"MFlow",
"NPress"
]
'''
"""
# len(stat_types) == 13*3 == 39
# do not forget to adapt initialization of all Stats items in modules:
# - module femobjects/_FemResultMechanical.py
@@ -285,13 +285,13 @@ def fill_femresult_stats(res_obj):
# TODO: all stats stuff should be reimplemented
# maybe a dictionary would be far more robust than a list
FreeCAD.Console.PrintLog('Stats list for result obj: ' + res_obj.Name + ' calculated\n')
FreeCAD.Console.PrintLog("Stats list for result obj: " + res_obj.Name + " calculated\n")
return res_obj
def add_disp_apps(res_obj):
res_obj.DisplacementLengths = calculate_disp_abs(res_obj.DisplacementVectors)
FreeCAD.Console.PrintLog('Added DisplacementLengths.\n')
FreeCAD.Console.PrintLog("Added DisplacementLengths.\n")
return res_obj
@@ -308,7 +308,7 @@ def add_von_mises(res_obj):
for Sxx, Syy, Szz, Sxy, Sxz, Syz in iterator:
mstress.append(calculate_von_mises((Sxx, Syy, Szz, Sxy, Sxz, Syz)))
res_obj.StressValues = mstress
FreeCAD.Console.PrintLog('Added StressValues (von Mises).\n')
FreeCAD.Console.PrintLog("Added StressValues (von Mises).\n")
return res_obj
@@ -335,7 +335,7 @@ def add_principal_stress_std(res_obj):
res_obj.PrincipalMed = prinstress2
res_obj.PrincipalMin = prinstress3
res_obj.MaxShear = shearstress
FreeCAD.Console.PrintLog('Added principal stress and max shear values.\n')
FreeCAD.Console.PrintLog("Added principal stress and max shear values.\n")
return res_obj
@@ -357,8 +357,8 @@ def get_concrete_nodes(res_obj):
ic = np.zeros(nsr)
for obj in res_obj.getParentGroup().Group:
if obj.isDerivedFrom('App::MaterialObjectPython') \
and femutils.is_of_type(obj, 'Fem::MaterialReinforced'):
if obj.isDerivedFrom("App::MaterialObjectPython") \
and femutils.is_of_type(obj, "Fem::MaterialReinforced"):
print("ReinforcedMaterial")
if obj.References == []:
for iic in range(nsr):
@@ -369,8 +369,8 @@ def get_concrete_nodes(res_obj):
concrete_nodes = get_femnodes_by_refshape(femmesh, ref)
for cn in concrete_nodes:
ic[cn - 1] = 1
elif obj.isDerivedFrom('App::MaterialObjectPython') \
and femutils.is_of_type(obj, 'Fem::Material'):
elif obj.isDerivedFrom("App::MaterialObjectPython") \
and femutils.is_of_type(obj, "Fem::Material"):
print("NOT ReinforcedMaterial")
if obj.References == []:
for iic in range(nsr):
@@ -412,15 +412,15 @@ def add_principal_stress_reinforced(res_obj):
# material parameter
for obj in res_obj.getParentGroup().Group:
if femutils.is_of_type(obj, 'Fem::MaterialReinforced'):
if femutils.is_of_type(obj, "Fem::MaterialReinforced"):
matrix_af = float(
FreeCAD.Units.Quantity(obj.Material['AngleOfFriction']).getValueAs('rad')
FreeCAD.Units.Quantity(obj.Material["AngleOfFriction"]).getValueAs("rad")
)
matrix_cs = float(
FreeCAD.Units.Quantity(obj.Material['CompressiveStrength']).getValueAs('MPa')
FreeCAD.Units.Quantity(obj.Material["CompressiveStrength"]).getValueAs("MPa")
)
reinforce_yield = float(
FreeCAD.Units.Quantity(obj.Reinforcement['YieldStrength']).getValueAs('MPa')
FreeCAD.Units.Quantity(obj.Reinforcement["YieldStrength"]).getValueAs("MPa")
)
# print(matrix_af)
# print(matrix_cs)
@@ -492,16 +492,16 @@ def add_principal_stress_reinforced(res_obj):
res_obj.PS3Vector = ps3v
FreeCAD.Console.PrintMessage(
'Added principal stress and max shear values as well as'
'reinforcment rations, Mohr Coloumb values.\n'
"Added principal stress and max shear values as well as"
"reinforcment rations, Mohr Coloumb values.\n"
)
return res_obj
def compact_result(res_obj):
'''
"""
compacts result.Mesh and appropriate result.NodeNumbers
'''
"""
# as workaround for https://www.freecadweb.org/tracker/view.php?id=2873
# get compact mesh data
@@ -543,7 +543,7 @@ def calculate_principal_stress_std(
# https://forum.freecadweb.org/viewtopic.php?f=18&t=32649#p274291
for s in stress_tensor:
if isnan(s) is True:
return (float('NaN'), float('NaN'), float('NaN'), float('NaN'))
return (float("NaN"), float("NaN"), float("NaN"), float("NaN"))
s11 = stress_tensor[0] # Sxx
s22 = stress_tensor[1] # Syy