OOFEM 3.0
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oofem::VariableCrossSection Member List

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

areaExproofem::VariableCrossSectionprotected
checkConsistency() overrideoofem::SimpleCrossSectionvirtual
createMaterialStatus(GaussPoint &iGP) overrideoofem::SimpleCrossSectionvirtual
CrossSection(int n, Domain *d)oofem::CrossSection
czMaterialNumberoofem::SimpleCrossSectionprotected
directorxExproofem::VariableCrossSectionprotected
directoryExproofem::VariableCrossSectionprotected
directorzExproofem::VariableCrossSectionprotected
domainoofem::FEMComponentprotected
drillingStiffnessExproofem::VariableCrossSectionprotected
drillingTypeExproofem::VariableCrossSectionprotected
errorInfo(const char *func) constoofem::FEMComponent
estimatePackSize(DataStream &buff, GaussPoint *gp) overrideoofem::SimpleCrossSectionvirtual
FEMComponent(int n, Domain *d)oofem::FEMComponentinline
give(CrossSectionProperty a, GaussPoint *gp) const overrideoofem::VariableCrossSectionvirtual
give(CrossSectionProperty a, const FloatArray &coords, Element *elem, bool local) const overrideoofem::VariableCrossSectionvirtual
oofem::SimpleCrossSection::give(int aProperty, GaussPoint *gp) const overrideoofem::SimpleCrossSectionvirtual
give2dBeamStiffMtrx(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
give2dPlateStiffMtrx(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
give2dPlateSubSoilStiffMtrx(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
give3dBeamStiffMtrx(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
give3dBeamSubSoilStiffMtrx(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralCrossSectionvirtual
give3dDegeneratedShellStiffMtrx(MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
give3dShellRotStiffMtrx(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
give3dShellStiffMtrx(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveCauchyStresses(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedFIncrement, TimeStep *tStep) overrideoofem::SimpleCrossSectionvirtual
giveCharMaterialStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) overrideoofem::SimpleCrossSectionvirtual
giveCharMaterialStiffnessMatrix_dPdF(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) overrideoofem::SimpleCrossSectionvirtual
giveClassName() const overrideoofem::VariableCrossSectioninlinevirtual
giveDomain() constoofem::FEMComponentinline
giveEshelbyStresses(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedvF, TimeStep *tStep) overrideoofem::SimpleCrossSectionvirtual
giveExpression(const ScalarFunction **expr, CrossSectionProperty aProperty) constoofem::VariableCrossSectionprotected
giveExpression(CrossSectionProperty aProperty)oofem::VariableCrossSectionprotected
giveFirstPKStress_1d(const FloatArrayF< 1 > &reducedF, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveFirstPKStress_3d(const FloatArrayF< 9 > &reducedF, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveFirstPKStress_PlaneStrain(const FloatArrayF< 5 > &reducedF, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveFirstPKStress_PlaneStress(const FloatArrayF< 4 > &reducedF, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveFirstPKStresses(const FloatArray &reducedF, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralCrossSectionvirtual
giveGeneralizedStress_3dBeamSubSoil(const FloatArrayF< 6 > &generalizedStrain, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralCrossSectionvirtual
giveGeneralizedStress_Beam2d(const FloatArrayF< 3 > &generalizedStrain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveGeneralizedStress_Beam3d(const FloatArrayF< 6 > &generalizedStrain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveGeneralizedStress_MembraneRot(const FloatArrayF< 4 > &generalizedStrain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveGeneralizedStress_Plate(const FloatArrayF< 5 > &generalizedStrain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveGeneralizedStress_PlateSubSoil(const FloatArrayF< 3 > &generalizedStrain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveGeneralizedStress_Shell(const FloatArrayF< 8 > &generalizedStrain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveGeneralizedStress_ShellRot(const FloatArrayF< 9 > &generalizedStrain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveInputRecord(DynamicInputRecord &input) overrideoofem::VariableCrossSectionvirtual
giveInputRecordName() const overrideoofem::VariableCrossSectioninlinevirtual
giveInterface(InterfaceType t)oofem::FEMComponentinlinevirtual
giveIPValue(FloatArray &answer, GaussPoint *ip, InternalStateType type, TimeStep *tStep) overrideoofem::SimpleCrossSectionvirtual
giveMaterial(IntegrationPoint *ip) const overrideoofem::SimpleCrossSectionvirtual
giveMaterialInterface(InterfaceType t, IntegrationPoint *ip) overrideoofem::SimpleCrossSectionvirtual
giveMaterialNumber() constoofem::SimpleCrossSectioninline
giveMembraneRotStiffMtrx(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveNumber() constoofem::FEMComponentinline
giveRealStress_1d(const FloatArrayF< 1 > &reducedStrain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveRealStress_3d(const FloatArrayF< 6 > &reducedStrain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveRealStress_3dDegeneratedShell(const FloatArrayF< 6 > &reducedStrain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveRealStress_PlaneStrain(const FloatArrayF< 4 > &reducedStrain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveRealStress_PlaneStress(const FloatArrayF< 3 > &reducedStrain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveRealStress_Warping(const FloatArrayF< 2 > &reducedStrain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveRealStresses(const FloatArray &reducedStrain, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralCrossSection
giveRelativeSelfComputationalCost()oofem::CrossSectioninlinevirtual
giveSetNumber() constoofem::CrossSectioninline
giveStiffnessMatrix_1d(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveStiffnessMatrix_3d(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveStiffnessMatrix_dCde(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) overrideoofem::SimpleCrossSectionvirtual
giveStiffnessMatrix_dPdF_1d(MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveStiffnessMatrix_dPdF_3d(MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveStiffnessMatrix_dPdF_PlaneStrain(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveStiffnessMatrix_dPdF_PlaneStress(MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveStiffnessMatrix_PlaneStrain(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveStiffnessMatrix_PlaneStress(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::SimpleCrossSectionvirtual
giveTemperatureVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep) constoofem::SimpleCrossSection
hasProperty(CrossSectionProperty a)oofem::CrossSectionvirtual
imposeStrainConstrainsOnGradient(GaussPoint *gp, FloatArray *gradientStressVector3d)oofem::StructuralCrossSectionvirtual
imposeStressConstrainsOnGradient(GaussPoint *gp, FloatArray *gradientStressVector3d)oofem::StructuralCrossSectionvirtual
initializeFinish()oofem::FEMComponentinlinevirtual
initializeFrom(InputRecord &ir) overrideoofem::VariableCrossSectionvirtual
oofem::FEMComponent::initializeFrom(InputRecord &ir, int priority)oofem::FEMComponentinlinevirtual
isCharacteristicMtrxSymmetric(MatResponseMode mode) const overrideoofem::SimpleCrossSectionvirtual
ixExproofem::VariableCrossSectionprotected
iyExproofem::VariableCrossSectionprotected
izExproofem::VariableCrossSectionprotected
localFormulationFlagoofem::VariableCrossSectionprotected
materialNumberoofem::SimpleCrossSectionprotected
numberoofem::FEMComponentprotected
packUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *gp) overrideoofem::SimpleCrossSectionvirtual
postInitialize()oofem::FEMComponentinlinevirtual
predictRelativeComputationalCost(GaussPoint *ip)oofem::CrossSectionvirtual
predictRelativeRedistributionCost(GaussPoint *gp)oofem::CrossSectioninlinevirtual
printOutputAt(FILE *file, TimeStep *tStep)oofem::FEMComponentinlinevirtual
printYourself() overrideoofem::CrossSectionvirtual
propertyDictionaryoofem::CrossSectionprotected
relDrillingStiffnessExproofem::VariableCrossSectionprotected
restoreContext(DataStream &stream, ContextMode mode) overrideoofem::SimpleCrossSectionvirtual
restoreIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp)oofem::CrossSectionvirtual
saveContext(DataStream &stream, ContextMode mode) overrideoofem::SimpleCrossSectionvirtual
saveIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp)oofem::CrossSectionvirtual
setDomain(Domain *d)oofem::FEMComponentinlinevirtual
setMaterialNumber(int matNum)oofem::SimpleCrossSectioninline
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
shearAreayExproofem::VariableCrossSectionprotected
shearAreazExproofem::VariableCrossSectionprotected
SimpleCrossSection(int n, Domain *d)oofem::SimpleCrossSectioninline
StructuralCrossSection(int n, Domain *d)oofem::StructuralCrossSectioninline
testCrossSectionExtension(CrossSectExtension ext) overrideoofem::StructuralCrossSectioninlinevirtual
thicknessExproofem::VariableCrossSectionprotected
unpackAndUpdateUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *gp) overrideoofem::SimpleCrossSectionvirtual
updateLocalNumbering(EntityRenumberingFunctor &f)oofem::FEMComponentinlinevirtual
VariableCrossSection(int n, Domain *d)oofem::VariableCrossSectioninline
widthExproofem::VariableCrossSectionprotected
~CrossSection()oofem::CrossSectionvirtual
~FEMComponent()=defaultoofem::FEMComponentvirtual

This page is part of the OOFEM-3.0 documentation. Copyright Copyright (C) 1994-2025 Borek Patzak Bořek Patzák
Project e-mail: oofem@fsv.cvut.cz
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