def setupSets(self):
self.setsRC = fiber_sets.fiberSectionSetupRCSets(
scc=self.sct,
concrMatTag=self.concrTagK,
concrSetName="concrSetFb",
reinfMatTag=self.rsteelTagK,
reinfSetName="reinfSetFb")
self.tensSetFb = self.setsRC.reselTensionFibers(
scc=self.sct, tensionFibersSetName='tensSetFb')
RMZ2= nodes.getNode(2).getReaction[5] # Bending moment Mz reaction at node 2
print('Rnode1= (',nodes.getNode(1).getReaction[0],',',nodes.getNode(1).getReaction[1],',',nodes.getNode(1).getReaction[2],',',nodes.getNode(1).getReaction[3],',',nodes.getNode(1).getReaction[4],',',nodes.getNode(1).getReaction[5],')')
print('Rnode2= (',nodes.getNode(2).getReaction[0],',',nodes.getNode(2).getReaction[1],',',nodes.getNode(2).getReaction[2],',',nodes.getNode(2).getReaction[3],',',nodes.getNode(2).getReaction[4],',',nodes.getNode(2).getReaction[5],')')
'''
elements = preprocessor.getElementHandler
ele1 = elements.getElement(1)
# section of element 1: it's the copy of the material section 'sctFibers' assigned
# to element 1 and specific of this element. It has the tensional state of the element
sccEl1 = ele1.getSection()
fibersSccEl1 = sccEl1.getFibers()
# Creation of two separate sets of fibers: concrete and reinforcement steel
setsRCEl1 = fiber_sets.fiberSectionSetupRCSets(scc=sccEl1,
concrMatTag=concrete.matTagK,
concrSetName="concrSetFbEl1",
reinfMatTag=rfSteel.matTagK,
reinfSetName="reinfSetFbEl1")
sumAreas = fibersSccEl1.getArea(1.0) # total sum of the fibers area
# that sum is multiplied by the coefficient
# passed as a parameter
Iz = fibersSccEl1.getIz(1.0, 0.0)
IEIy = sccEl1.getInitialTangentStiffness().at(3, 3)
IEIz = sccEl1.getInitialTangentStiffness().at(2, 2)
TEIy = sccEl1.getTangentStiffness().at(3, 3)
TEIz = sccEl1.getTangentStiffness().at(2, 2)
Iy = fibersSccEl1.getIy(1.0, 0.0)
esfN = fibersSccEl1.getResultant()
esfMy = fibersSccEl1.getMy(0.0)
analysis= solution.simpleStaticModifiedNewton(problem) #analysis= predefined_solutions.simple_static_modified_newton(problem) analOk= analysis.analyze(1) nodes= preprocessor.getNodeHandler nodes.calculateNodalReactions(True,1e-7) #nodB.checkReactionForce(0.5) #section of element 1: it's the copy of the material section 'sctFibers' assigned #to element 1 and specific of this element. It has the tensional state of the element sccEl1= ele1.getSection() fibersSccEl1= sccEl1.getFibers() #Creation of two separate sets of fibers: concrete and reinforcement steel setsRCEl1= fiber_sets.fiberSectionSetupRCSets(scc=sccEl1,concrMatTag=concrete.matTagK,concrSetName="concrSetFbEl1",reinfMatTag=rfSteel.matTagK,reinfSetName="reinfSetFbEl1") #Equilibrium. RNA= nodA.getReaction[0] RNB= nodB.getReaction[0] ratio0= math.sqrt(RNA**2+RNB**2)/(width*depth*f_ck) #Neutral axis depth x= sccEl1.getNeutralAxisDepth() xTeor= -0.184594790641 ratio1=(x-xTeor)/x #Neutral axis plane (parallel to section's Y-axis) zNA=sccEl1.getNeutralAxis().getParamB() zNATeor= 0.115405209359 #0.13263453242377543 ratio2=(zNA-zNATeor)/zNA #checking neutral axis depth vs. neutral axis plane calculations
Iz = fibras.getIz(1.0, 0.0)
IEIy = scc.getInitialTangentStiffness().at(3, 3)
IEIz = scc.getInitialTangentStiffness().at(2, 2)
TEIy = scc.getTangentStiffness().at(3, 3)
TEIz = scc.getTangentStiffness().at(2, 2)
Iy = fibras.getIy(1.0, 0.0)
esfN = fibras.getResultant()
esfMy = fibras.getMy(0.0)
esfMz = fibras.getMz(0.0)
defMz = scc.getSectionDeformationByName("defMz")
defN = scc.getSectionDeformationByName("defN")
x = scc.getNeutralAxisDepth()
Resul = scc.getStressResultant()
Deform = scc.getSectionDeformation()
setsRC = fiber_sets.fiberSectionSetupRCSets(scc, EHE_materials.HA25.matTagD,
'concrete',
EHE_materials.B500S.matTagD,
"reinforcement")
fibraCEpsMin = -1
fMin = setsRC.concrFibers.getFiberWithMinStrain()
epsCMin = fMin.getMaterial().getStrain() # Minimum strain in concrete.
sgCMin = fMin.getMaterial().getStress() # Minimum stress in concrete.
YepsCMin = fMin.getPos().x # Y Z coordinates for the minimum concrete strain.
ZepsCMin = fMin.getPos().y
fMin = setsRC.reinfFibers.getFiberWithMinStrain()
epsSMin = fMin.getMaterial().getStrain() # Minimum strain in steel.
sgSMin = fMin.getMaterial().getStress() # Minimum stress in steel.
YepsSMin = fMin.getPos().x # Y Z coordinates for the minimum steel strain.
comb = combs[key]
predefined_solutions.solveComb(
preprocessor,
nmbComb=key,
analysis=predefined_solutions.plain_static_modified_newton(feProblem),
numSteps=1)
for e in elements:
e.getResistingForce()
scc = e.getSection()
sccProp = scc.getProp("sectionData")
concrTag = sccProp.fiberSectionParameters.concrType.matTagK
rsteelTag = sccProp.fiberSectionParameters.reinfSteelType.matTagK
setsRC = fiber_sets.fiberSectionSetupRCSets(scc=scc,
concrMatTag=concrTag,
concrSetName="concrSetFb",
reinfMatTag=rsteelTag,
reinfSetName="reinfSetFb")
setsRC.reselTensionFibers(scc=scc, tensionFibersSetName='tensSetFb')
###Borrar
setTfib = setsRC.tensionFibers
print 'AsTens=', setTfib.getArea(1.0), 'nFibers= ', setTfib.getNumFibers()
###
As = setsRC.tensionFibers.getArea(1.0)
x = scc.getNeutralAxisDepth()
d = scc.getEffectiveDepth()
h = scc.getLeverArm()
print 'x= ', x, 'd= ', d, 'h= ', h
hceff = min(2.5 * abs(h - d), abs(h - x) / 3.0, abs(h) / 2.0)
Aceff = scc.getNetEffectiveConcreteArea(hceff, "reinfSetFb", 15.0)
print 'Aceff= ', Aceff
sumAreas= fibras.getArea(1.0)
Iz= fibras.getIz(1.0,0.0)
IEIy= scc.getInitialTangentStiffness().at(3,3)
IEIz= scc.getInitialTangentStiffness().at(2,2)
TEIy= scc.getTangentStiffness().at(3,3)
TEIz= scc.getTangentStiffness().at(2,2)
Iy= fibras.getIy(1.0,0.0)
esfN= fibras.getResultant()
esfMy= fibras.getMy(0.0)
esfMz= fibras.getMz(0.0)
defMz= scc.getSectionDeformationByName("defMz")
defN= scc.getSectionDeformationByName("defN")
x= scc.getNeutralAxisDepth()
Resul= scc.getStressResultant()
Deform= scc.getSectionDeformation()
setsRC= fiber_sets.fiberSectionSetupRCSets(scc,EHE_materials.HA25.matTagD,'concrete',EHE_materials.B500S.matTagD,"reinforcement")
fibraCEpsMin= -1
fMin= setsRC.concrFibers.getFiberWithMinStrain()
epsCMin= fMin.getMaterial().getStrain() # Minimum strain in concrete.
sgCMin= fMin.getMaterial().getStress() # Minimum stress in concrete.
YepsCMin= fMin.getPos().x # Y Z coordinates for the minimum concrete strain.
ZepsCMin= fMin.getPos().y
fMin= setsRC.reinfFibers.getFiberWithMinStrain()
epsSMin= fMin.getMaterial().getStrain() # Minimum strain in steel.
sgSMin= fMin.getMaterial().getStress() # Minimum stress in steel.
YepsSMin= fMin.getPos().x # Y Z coordinates for the minimum steel strain.
def setupSets(self):
self.setsRC= fiber_sets.fiberSectionSetupRCSets(scc=self.sct,concrMatTag=self.concrTagK,concrSetName="concrSetFb",reinfMatTag=self.rsteelTagK,reinfSetName="reinfSetFb")
self.tensSetFb=self.setsRC.reselTensionFibers(scc=self.sct,tensionFibersSetName='tensSetFb')
