OOFEM  2.4
OOFEM.org - Object Oriented Finite Element Solver
oofem::FiberedCrossSection Member List

This is the complete list of members for oofem::FiberedCrossSection, including all inherited members.

areaoofem::FiberedCrossSectionprotected
checkConsistency()oofem::FiberedCrossSectionvirtual
computeIntegralThickWidth()oofem::FiberedCrossSection
createMaterialStatus(GaussPoint &iGP)oofem::FiberedCrossSectionvirtual
CrossSection(int n, Domain *d)oofem::CrossSection
domainoofem::FEMComponentprotected
errorInfo(const char *func) const oofem::FEMComponent
estimatePackSize(DataStream &buff, GaussPoint *ip)oofem::FiberedCrossSectioninlinevirtual
FEMComponent(int n, Domain *d)oofem::FEMComponentinline
FiberedCrossSection(int n, Domain *d)oofem::FiberedCrossSectioninline
fiberMaterialsoofem::FiberedCrossSectionprotected
fiberThicksoofem::FiberedCrossSectionprotected
fiberWidthsoofem::FiberedCrossSectionprotected
fiberYcoordsoofem::FiberedCrossSectionprotected
fiberZcoordsoofem::FiberedCrossSectionprotected
give(int aProperty, GaussPoint *gp)oofem::FiberedCrossSectioninlinevirtual
give(CrossSectionProperty a, GaussPoint *gp)oofem::FiberedCrossSectionvirtual
oofem::StructuralCrossSection::give(CrossSectionProperty a, const FloatArray &coords, Element *elem, bool local=true)oofem::CrossSectionvirtual
give2dBeamStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
give2dPlateStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
give2dPlateSubSoilStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
give3dBeamStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
give3dBeamSubSoilStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralCrossSectionvirtual
give3dDegeneratedShellStiffMtrx(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralCrossSectioninlinevirtual
give3dShellStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
giveArea()oofem::FiberedCrossSectionprotected
giveCauchyStresses(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedFIncrement, TimeStep *tStep)oofem::FiberedCrossSectioninlinevirtual
giveCharMaterialStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
giveClassName() const oofem::FiberedCrossSectioninlinevirtual
giveCorrespondingSlaveMaterialMode(MaterialMode)oofem::FiberedCrossSection
giveDomain() const oofem::FEMComponentinline
giveEshelbyStresses(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedvF, TimeStep *tStep)oofem::StructuralCrossSectioninlinevirtual
giveFiberMaterialStiffnessMatrix(FloatMatrix &fiberMatrix, MatResponseMode mode, GaussPoint *layerGp, TimeStep *tStep)oofem::FiberedCrossSection
giveFirstPKStresses(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedFIncrement, TimeStep *tStep)oofem::FiberedCrossSectioninlinevirtual
giveGeneralizedStress_3dBeamSubSoil(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)oofem::StructuralCrossSectionvirtual
giveGeneralizedStress_Beam2d(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
giveGeneralizedStress_Beam3d(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
giveGeneralizedStress_MembraneRot(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
giveGeneralizedStress_Plate(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
giveGeneralizedStress_PlateSubSoil(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
giveGeneralizedStress_Shell(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
giveInputRecord(DynamicInputRecord &input)oofem::CrossSectionvirtual
giveInputRecordName() const oofem::FiberedCrossSectioninlinevirtual
giveInterface(InterfaceType t)oofem::FEMComponentinlinevirtual
giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
giveMaterial(IntegrationPoint *ip)oofem::StructuralCrossSectioninlinevirtual
giveMaterialInterface(InterfaceType t, IntegrationPoint *ip)oofem::StructuralCrossSectioninlinevirtual
giveMembraneRotStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
giveNumber() const oofem::FEMComponentinline
giveRealStress_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
giveRealStress_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
giveRealStress_3dDegeneratedShell(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::StructuralCrossSectioninlinevirtual
giveRealStress_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
giveRealStress_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
giveRealStress_Warping(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
giveRealStresses(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::StructuralCrossSection
giveRelativeSelfComputationalCost()oofem::CrossSectioninlinevirtual
giveSetNumber() const oofem::CrossSectioninline
giveSlaveGaussPoint(GaussPoint *gp, int)oofem::FiberedCrossSection
giveStiffnessMatrix_1d(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
giveStiffnessMatrix_3d(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
giveStiffnessMatrix_dCde(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep)oofem::FiberedCrossSectioninlinevirtual
giveStiffnessMatrix_dPdF(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep)oofem::FiberedCrossSectioninlinevirtual
giveStiffnessMatrix_PlaneStrain(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
giveStiffnessMatrix_PlaneStress(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::FiberedCrossSectionvirtual
hasProperty(CrossSectionProperty a)oofem::CrossSectionvirtual
imposeStrainConstrainsOnGradient(GaussPoint *gp, FloatArray *gradientStrainVector3d)oofem::FiberedCrossSectionvirtual
imposeStressConstrainsOnGradient(GaussPoint *gp, FloatArray *gradientStressVector3d)oofem::FiberedCrossSectionvirtual
initializeFrom(InputRecord *ir)oofem::FiberedCrossSectionvirtual
isCharacteristicMtrxSymmetric(MatResponseMode mode)oofem::FiberedCrossSectionvirtual
numberoofem::FEMComponentprotected
numberOfFibersoofem::FiberedCrossSectionprotected
packUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip)oofem::FiberedCrossSectioninlinevirtual
predictRelativeComputationalCost(GaussPoint *ip)oofem::CrossSectionvirtual
predictRelativeRedistributionCost(GaussPoint *gp)oofem::CrossSectioninlinevirtual
printOutputAt(FILE *file, TimeStep *tStep)oofem::FEMComponentinlinevirtual
printYourself()oofem::FiberedCrossSectionvirtual
propertyDictionaryoofem::CrossSectionprotected
restoreContext(DataStream &stream, ContextMode mode, void *obj=NULL)oofem::FEMComponentvirtual
restoreIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp)oofem::FiberedCrossSectionvirtual
saveContext(DataStream &stream, ContextMode mode, void *obj=NULL)oofem::FEMComponentvirtual
saveIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp)oofem::FiberedCrossSectionvirtual
setDomain(Domain *d)oofem::FEMComponentinlinevirtual
setNumberoofem::CrossSectionprotected
oofem::FEMComponent::setNumber(int num)oofem::FEMComponentinline
setupIntegrationPoints(IntegrationRule &irule, int npoints, Element *element)oofem::CrossSectionvirtual
setupIntegrationPoints(IntegrationRule &irule, int npointsXY, int npointsZ, Element *element)oofem::CrossSectionvirtual
StructuralCrossSection(int n, Domain *d)oofem::StructuralCrossSectioninline
testCrossSectionExtension(CrossSectExtension ext)oofem::StructuralCrossSectioninlinevirtual
thickoofem::FiberedCrossSectionprotected
unpackAndUpdateUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip)oofem::FiberedCrossSectioninlinevirtual
updateLocalNumbering(EntityRenumberingFunctor &f)oofem::FEMComponentinlinevirtual
widthoofem::FiberedCrossSectionprotected
~CrossSection()oofem::CrossSectionvirtual
~FEMComponent()oofem::FEMComponentinlinevirtual
~FiberedCrossSection()oofem::FiberedCrossSectioninlinevirtual
~StructuralCrossSection()oofem::StructuralCrossSectioninlinevirtual
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