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

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

checkConsistency()=0oofem::StructuralCrossSectionpure virtual
createMaterialStatus(GaussPoint &iGP)=0oofem::StructuralCrossSectionpure virtual
CrossSection(int n, Domain *d)oofem::CrossSection
domainoofem::FEMComponentprotected
errorInfo(const char *func) const oofem::FEMComponent
estimatePackSize(DataStream &buff, GaussPoint *ip)=0oofem::CrossSectionpure virtual
FEMComponent(int n, Domain *d)oofem::FEMComponentinline
give(CrossSectionProperty a, GaussPoint *gp)oofem::CrossSectionvirtual
give(CrossSectionProperty a, const FloatArray &coords, Element *elem, bool local=true)oofem::CrossSectionvirtual
give(int aProperty, GaussPoint *gp)oofem::CrossSectioninlinevirtual
give2dBeamStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
give2dPlateStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
give2dPlateSubSoilStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
give3dBeamStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
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)=0oofem::StructuralCrossSectionpure virtual
giveCauchyStresses(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedFIncrement, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveCharMaterialStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveClassName() const =0oofem::FEMComponentpure virtual
giveDomain() const oofem::FEMComponentinline
giveEshelbyStresses(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedvF, TimeStep *tStep)oofem::StructuralCrossSectioninlinevirtual
giveFirstPKStresses(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedFIncrement, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveGeneralizedStress_3dBeamSubSoil(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)oofem::StructuralCrossSectionvirtual
giveGeneralizedStress_Beam2d(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveGeneralizedStress_Beam3d(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveGeneralizedStress_MembraneRot(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveGeneralizedStress_Plate(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveGeneralizedStress_PlateSubSoil(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveGeneralizedStress_Shell(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveInputRecord(DynamicInputRecord &input)oofem::CrossSectionvirtual
giveInputRecordName() const =0oofem::FEMComponentpure virtual
giveInterface(InterfaceType t)oofem::FEMComponentinlinevirtual
giveIPValue(FloatArray &answer, GaussPoint *ip, InternalStateType type, TimeStep *tStep)oofem::CrossSectionvirtual
giveMaterial(IntegrationPoint *ip)oofem::StructuralCrossSectioninlinevirtual
giveMaterialInterface(InterfaceType t, IntegrationPoint *ip)oofem::StructuralCrossSectioninlinevirtual
giveMembraneRotStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveNumber() const oofem::FEMComponentinline
giveRealStress_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveRealStress_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveRealStress_3dDegeneratedShell(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::StructuralCrossSectioninlinevirtual
giveRealStress_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveRealStress_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveRealStress_Warping(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveRealStresses(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::StructuralCrossSection
giveRelativeSelfComputationalCost()oofem::CrossSectioninlinevirtual
giveSetNumber() const oofem::CrossSectioninline
giveStiffnessMatrix_1d(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveStiffnessMatrix_3d(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveStiffnessMatrix_dCde(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveStiffnessMatrix_dPdF(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveStiffnessMatrix_PlaneStrain(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
giveStiffnessMatrix_PlaneStress(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)=0oofem::StructuralCrossSectionpure virtual
hasProperty(CrossSectionProperty a)oofem::CrossSectionvirtual
imposeStrainConstrainsOnGradient(GaussPoint *gp, FloatArray *gradientStressVector3d)oofem::StructuralCrossSectionvirtual
imposeStressConstrainsOnGradient(GaussPoint *gp, FloatArray *gradientStressVector3d)oofem::StructuralCrossSectionvirtual
initializeFrom(InputRecord *ir)oofem::CrossSectionvirtual
isCharacteristicMtrxSymmetric(MatResponseMode mode)=0oofem::StructuralCrossSectionpure virtual
numberoofem::FEMComponentprotected
packUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip)=0oofem::CrossSectionpure virtual
predictRelativeComputationalCost(GaussPoint *ip)oofem::CrossSectionvirtual
predictRelativeRedistributionCost(GaussPoint *gp)oofem::CrossSectioninlinevirtual
printOutputAt(FILE *file, TimeStep *tStep)oofem::FEMComponentinlinevirtual
printYourself()oofem::CrossSectionvirtual
propertyDictionaryoofem::CrossSectionprotected
restoreContext(DataStream &stream, ContextMode mode, void *obj=NULL)oofem::FEMComponentvirtual
restoreIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp)oofem::CrossSectionvirtual
saveContext(DataStream &stream, ContextMode mode, void *obj=NULL)oofem::FEMComponentvirtual
saveIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp)oofem::CrossSectionvirtual
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
unpackAndUpdateUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip)=0oofem::CrossSectionpure virtual
updateLocalNumbering(EntityRenumberingFunctor &f)oofem::FEMComponentinlinevirtual
~CrossSection()oofem::CrossSectionvirtual
~FEMComponent()oofem::FEMComponentinlinevirtual
~StructuralCrossSection()oofem::StructuralCrossSectioninlinevirtual
This page is part of the OOFEM documentation. Copyright (c) 2011 Borek Patzak
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