def initControlVars(self, elements):
'''Initialize control variables over elements.
:param elements: elements to define control variables in
'''
for e in elements:
e.setProp(self.limitStateLabel, cv.BiaxialBendingControlVars())
def check(self,elements, nmbComb):
'''
Parameters:
elements: elements to check
'''
#print "Postprocessing combination: ",nmbComb
for e in elements:
e.getResistingForce()
TagTmp= e.tag
scc= e.getSection()
idSection= e.getProp("idSection")
Ntmp= scc.getStressResultantComponent("N")
MyTmp= scc.getStressResultantComponent("My")
posEsf= geom.Pos2d(Ntmp,MyTmp)
diagInt= e.getProp("diagInt")
CFtmp= diagInt.getCapacityFactor(posEsf)
if(CFtmp>e.getProp(self.limitStateLabel).CF):
e.setProp(self.limitStateLabel,cv.BiaxialBendingControlVars(idSection,nmbComb,CFtmp,Ntmp,MyTmp)) # Worst case.
def check(self, elements, nmbComb):
'''Launch checking.
:param elements: elements to check.
:param nmbComb: load case name.
'''
if (self.verbose):
lmsg.log("Postprocessing combination: " + nmbComb)
for e in elements:
e.getResistingForce()
TagTmp = e.tag
scc = e.getSection()
idSection = e.getProp("idSection")
Ntmp = scc.getStressResultantComponent("N")
MyTmp = scc.getStressResultantComponent("My")
MzTmp = scc.getStressResultantComponent("Mz")
posEsf = geom.Pos3d(Ntmp, MyTmp, MzTmp)
diagInt = e.getProp("diagInt")
CFtmp = diagInt.getCapacityFactor(posEsf)
if (CFtmp > e.getProp(self.limitStateLabel).CF):
e.setProp(self.limitStateLabel,
cv.BiaxialBendingControlVars(idSection, nmbComb,
CFtmp, Ntmp, MyTmp,
MzTmp)) # Worst case.
def check(self, elements, combName):
'''
Check the normal stresses
:param elements: elements to check
:param combName: name of the load combination being treated.
'''
if (self.verbose):
lmsg.log("Postprocessing combination: " + combName)
for e in elements:
e.getResistingForce()
TagTmp = e.tag
scc = e.getSection()
idSection = e.getProp("idSection")
Ntmp = scc.getStressResultantComponent("N")
MyTmp = scc.getStressResultantComponent("My")
posEsf = geom.Pos2d(Ntmp, MyTmp)
diagInt = e.getProp("diagInt")
CFtmp = diagInt.getCapacityFactor(posEsf)
if (CFtmp > e.getProp(self.limitStateLabel).CF):
e.setProp(self.limitStateLabel,
cv.BiaxialBendingControlVars(idSection, combName,
CFtmp, Ntmp,
MyTmp)) # Worst case.
''),
ResultDescription(fqlCrackControl.label + 'Sect2', 'idSection',
"Nom de la section", ''),
ResultDescription(
fqlCrackControl.label + 'Sect2', 'getCF',
"Taux d'exploitation associé à l'enveloppe de contraintes maximales sous charges quasi-permanentes, faces positive et negative",
''),
ResultDescription(
fqlCrackControl.label + 'Sect2', 'getMaxSteelStress',
"Enveloppe de contraintes maximales sous charges quasi-permanentes, faces positive et negative",
'MPa')
])
#Issues sous charges durables - contraintes normales
nsr = lsd.normalStressesResistance
cVars = cv.BiaxialBendingControlVars().getFieldNames()
print('cVars= ', cVars)
print('XXX Continue here.')
'''
issDRnormFrench= ResultsDescriptionContainer(nsr,[ResultDescription("FCCP1","Facteur de capacité (contraintes normales) des éléments sous charges durables (ELUT2*)"),
ResultDescription("NCP1","Effort normal associé au facteur de capacité (contraintes normales) sous charges durables", 'kN/m'),
ResultDescription("MyCP1","Moment de flexion associé au facteur de capacité (contraintes normales) sous charges durables", 'm.kN/m'),
ResultDescription("FCCP2","Facteur de capacité (contraintes normales) des éléments sous charges durables (ELUT2*)"),
ResultDescription("NCP2","Effort normal associé au facteur de capacité (contraintes normales) sous charges durables", 'kN/m'),
ResultDescription("MyCP2","Moment de flexion associé au facteur de capacité (contraintes normales) sous charges durables", 'm.kN/m')])
#Issues sous charges durables - contraintes de cisaillement
shr= lsd.shearResistance
issDRcisFrench= ResultsDescriptionContainer(lsd.shearResistance,[ResultDescription("FCCP1","Facteur de capacité (contraintes de cisaillement) des éléments sous charges durables (ELUT2*)"),
ResultDescription("NCP1","Effort normal associé au facteur de capacité (contraintes de cisaillement) sous charges durables", 'kN/m'),
ResultDescription("VuCP1","Effort tranchant associé au facteur de capacité (contraintes de cisaillement) sous charges durables", 'kN/m'),
