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

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

areaExproofem::VariableCrossSectionprotected
checkConsistency()oofem::SimpleCrossSectionvirtual
createMaterialStatus(GaussPoint &iGP)oofem::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) const oofem::FEMComponent
estimatePackSize(DataStream &buff, GaussPoint *gp)oofem::SimpleCrossSectionvirtual
FEMComponent(int n, Domain *d)oofem::FEMComponentinline
give(CrossSectionProperty a, GaussPoint *gp)oofem::VariableCrossSectionvirtual
give(CrossSectionProperty a, const FloatArray &coords, Element *elem, bool local)oofem::VariableCrossSectionvirtual
oofem::SimpleCrossSection::give(int aProperty, GaussPoint *gp)oofem::SimpleCrossSectionvirtual
give2dBeamStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
give2dPlateStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
give2dPlateSubSoilStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
give3dBeamStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
give3dBeamSubSoilStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralCrossSectionvirtual
give3dDegeneratedShellStiffMtrx(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
give3dShellStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveCauchyStresses(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedFIncrement, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveCharMaterialStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveClassName() const oofem::VariableCrossSectioninlinevirtual
giveDomain() const oofem::FEMComponentinline
giveEshelbyStresses(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedvF, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveExpression(const ScalarFunction **expr, CrossSectionProperty aProperty) const oofem::VariableCrossSectionprotected
giveExpression(CrossSectionProperty aProperty)oofem::VariableCrossSectionprotected
giveFirstPKStresses(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedFIncrement, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
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::SimpleCrossSectionvirtual
giveGeneralizedStress_Beam3d(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveGeneralizedStress_MembraneRot(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveGeneralizedStress_Plate(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveGeneralizedStress_PlateSubSoil(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveGeneralizedStress_Shell(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveInputRecord(DynamicInputRecord &input)oofem::VariableCrossSectionvirtual
giveInputRecordName() const oofem::VariableCrossSectioninlinevirtual
giveInterface(InterfaceType t)oofem::FEMComponentinlinevirtual
giveIPValue(FloatArray &answer, GaussPoint *ip, InternalStateType type, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveMaterial(IntegrationPoint *ip)oofem::SimpleCrossSectionvirtual
giveMaterialInterface(InterfaceType t, IntegrationPoint *ip)oofem::SimpleCrossSectionvirtual
giveMaterialNumber() const oofem::SimpleCrossSectioninline
giveMembraneRotStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveNumber() const oofem::FEMComponentinline
giveRealStress_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveRealStress_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveRealStress_3dDegeneratedShell(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveRealStress_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveRealStress_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveRealStress_Warping(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
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)oofem::SimpleCrossSectionvirtual
giveStiffnessMatrix_3d(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveStiffnessMatrix_dCde(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveStiffnessMatrix_dPdF(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveStiffnessMatrix_PlaneStrain(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveStiffnessMatrix_PlaneStress(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
giveTemperatureVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep)oofem::SimpleCrossSectionvirtual
hasProperty(CrossSectionProperty a)oofem::CrossSectionvirtual
imposeStrainConstrainsOnGradient(GaussPoint *gp, FloatArray *gradientStressVector3d)oofem::StructuralCrossSectionvirtual
imposeStressConstrainsOnGradient(GaussPoint *gp, FloatArray *gradientStressVector3d)oofem::StructuralCrossSectionvirtual
initializeFrom(InputRecord *ir)oofem::VariableCrossSectionvirtual
isCharacteristicMtrxSymmetric(MatResponseMode mode)oofem::SimpleCrossSectionvirtual
ixExproofem::VariableCrossSectionprotected
iyExproofem::VariableCrossSectionprotected
izExproofem::VariableCrossSectionprotected
localFormulationFlagoofem::VariableCrossSectionprotected
materialNumberoofem::SimpleCrossSectionprotected
numberoofem::FEMComponentprotected
packUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *gp)oofem::SimpleCrossSectionvirtual
predictRelativeComputationalCost(GaussPoint *ip)oofem::CrossSectionvirtual
predictRelativeRedistributionCost(GaussPoint *gp)oofem::CrossSectioninlinevirtual
printOutputAt(FILE *file, TimeStep *tStep)oofem::FEMComponentinlinevirtual
printYourself()oofem::CrossSectionvirtual
propertyDictionaryoofem::CrossSectionprotected
relDrillingStiffnessExproofem::VariableCrossSectionprotected
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
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)oofem::StructuralCrossSectioninlinevirtual
thicknessExproofem::VariableCrossSectionprotected
unpackAndUpdateUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *gp)oofem::SimpleCrossSectionvirtual
updateLocalNumbering(EntityRenumberingFunctor &f)oofem::FEMComponentinlinevirtual
VariableCrossSection(int n, Domain *d)oofem::VariableCrossSectioninline
widthExproofem::VariableCrossSectionprotected
~CrossSection()oofem::CrossSectionvirtual
~FEMComponent()oofem::FEMComponentinlinevirtual
~StructuralCrossSection()oofem::StructuralCrossSectioninlinevirtual
This page is part of the OOFEM documentation. Copyright (c) 2011 Borek Patzak
Project e-mail: info@oofem.org
Generated at Tue Jan 2 2018 20:07:43 for OOFEM by doxygen 1.8.11 written by Dimitri van Heesch, © 1997-2011