OOFEM  2.4
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oofem::QTruss1dGrad Member List

This is the complete list of members for oofem::QTruss1dGrad, including all inherited members.

activityTimeFunctionoofem::Elementprotected
adaptiveFinish(TimeStep *tStep)oofem::Elementvirtual
adaptiveMap(Domain *oldd, TimeStep *tStep)oofem::Elementvirtual
adaptiveUpdate(TimeStep *tStep)oofem::StructuralElementvirtual
addDofManager(DofManager *dMan)oofem::Element
addNonlocalStiffnessContributions(SparseMtrx &dest, const UnknownNumberingScheme &s, TimeStep *tStep)oofem::StructuralElementvirtual
bodyLoadArrayoofem::Elementprotected
boundaryLoadArrayoofem::Elementprotected
checkConsistency()oofem::NLStructuralElementprotectedvirtual
computeArea()oofem::Elementvirtual
computeBHmatrixAt(GaussPoint *gp, FloatMatrix &answer)oofem::QTruss1dprotectedvirtual
computeBkappaMatrixAt(GaussPoint *gp, FloatMatrix &answer)oofem::QTruss1dGradprotectedvirtual
computeBmatrixAt(GaussPoint *gp, FloatMatrix &answer, int=1, int=ALL_STRAINS)oofem::QTruss1dprotectedvirtual
computeBodyLoadVectorAt(FloatArray &answer, Load *load, TimeStep *tStep, ValueModeType mode)oofem::StructuralElementprotectedvirtual
computeBoundaryEdgeLoadVector(FloatArray &answer, BoundaryLoad *load, int boundary, CharType type, ValueModeType mode, TimeStep *tStep, bool global=true)oofem::StructuralElementvirtual
computeBoundarySurfaceLoadVector(FloatArray &answer, BoundaryLoad *load, int boundary, CharType type, ValueModeType mode, TimeStep *tStep, bool global=true)oofem::StructuralElementvirtual
computeBoundaryVectorOf(const IntArray &bNodes, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false)oofem::Element
computeCauchyStressVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep)oofem::NLStructuralElement
computeConsistentMassMatrix(FloatMatrix &answer, TimeStep *tStep, double &mass, const double *ipDensity=NULL)oofem::StructuralElementvirtual
computeConstitutiveMatrixAt(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep)oofem::QTruss1dGradvirtual
computeCurrentVolume(TimeStep *tStep)oofem::NLStructuralElement
oofem::computeDeformationGradientVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep)oofem::NLStructuralElementvirtual
oofem::GradDpElement::computeDeformationGradientVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep)oofem::GradDpElementprotected
computeDisplacementDegreesOfFreedom(FloatArray &answer, TimeStep *tStep)oofem::GradDpElementprotected
computeDistanceToBoundary()oofem::GradDpElementprotected
computeDofTransformationMatrix(FloatMatrix &answer, const IntArray &nodes, bool includeInternal)oofem::Elementvirtual
computeEdgeNMatrix(FloatMatrix &answer, int boundaryID, const FloatArray &lcoords)oofem::StructuralElementvirtual
computeEdgeVolumeAround(GaussPoint *gp, int iEdge)oofem::StructuralElementprotectedvirtual
computeField(ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer)oofem::QTruss1dGradprotectedvirtual
computeFirstPKStressVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep)oofem::NLStructuralElement
computeGaussPoints()oofem::QTruss1dGradprotectedvirtual
computeGlobalCoordinates(FloatArray &answer, const FloatArray &lcoords)oofem::QTruss1dvirtual
computeGtoLRotationMatrix(FloatMatrix &answer)oofem::Elementvirtual
computeInitialStressMatrix(FloatMatrix &answer, TimeStep *tStep)oofem::NLStructuralElementvirtual
computeLength()oofem::Elementvirtual
computeLoadGToLRotationMtrx(FloatMatrix &answer)oofem::StructuralElementinlineprotectedvirtual
computeLoadLEToLRotationMatrix(FloatMatrix &answer, int iEdge, GaussPoint *gp)oofem::StructuralElementinlineprotectedvirtual
computeLoadLSToLRotationMatrix(FloatMatrix &answer, int iSurf, GaussPoint *gp)oofem::StructuralElementinlineprotectedvirtual
computeLoadVector(FloatArray &answer, BodyLoad *load, CharType type, ValueModeType mode, TimeStep *tStep)oofem::StructuralElementvirtual
computeLocalCoordinates(FloatArray &answer, const FloatArray &gcoords)oofem::Elementvirtual
computeLocalStrainVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep)oofem::GradDpElementprotected
computeLumpedMassMatrix(FloatMatrix &answer, TimeStep *tStep)oofem::StructuralElementvirtual
computeMassMatrix(FloatMatrix &answer, TimeStep *tStep)oofem::StructuralElementvirtual
computeMeanSize()oofem::Element
computeMidPlaneNormal(FloatArray &answer, const GaussPoint *gp)oofem::Elementvirtual
computeNkappaMatrixAt(GaussPoint *gp, FloatArray &answer)oofem::QTruss1dGradprotectedvirtual
computeNmatrixAt(const FloatArray &iLocCoord, FloatMatrix &answer)oofem::StructuralElementvirtual
computeNonlocalCumulatedStrain(double &answer, GaussPoint *gp, TimeStep *tStep)oofem::GradDpElementprotected
computeNonlocalDegreesOfFreedom(FloatArray &answer, TimeStep *tStep)oofem::GradDpElementprotected
computeNonlocalGradient(FloatArray &answer, GaussPoint *gp, TimeStep *tStep)oofem::GradDpElementprotected
computeNumberOfDofs()oofem::QTruss1dGradinlinevirtual
computeNumberOfGlobalDofs()oofem::Elementvirtual
computeNumberOfPrimaryMasterDofs()oofem::Element
computePointLoadVectorAt(FloatArray &answer, Load *load, TimeStep *tStep, ValueModeType mode, bool global=true)oofem::StructuralElementprotectedvirtual
computeResultingIPEigenstrainAt(FloatArray &answer, TimeStep *tStep, GaussPoint *gp, ValueModeType mode)oofem::StructuralElementvirtual
computeResultingIPTemperatureAt(FloatArray &answer, TimeStep *tStep, GaussPoint *gp, ValueModeType mode)oofem::StructuralElementvirtual
computeStiffnessMatrix(FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)oofem::QTruss1dGradprotectedvirtual
computeStiffnessMatrix_kk(FloatMatrix &, MatResponseMode, TimeStep *)oofem::GradDpElementprotected
computeStiffnessMatrix_ku(FloatMatrix &, MatResponseMode, TimeStep *)oofem::GradDpElementprotected
computeStiffnessMatrix_uk(FloatMatrix &, MatResponseMode, TimeStep *)oofem::GradDpElementprotected
computeStiffnessMatrix_uu(FloatMatrix &, MatResponseMode, TimeStep *)oofem::GradDpElementprotected
computeStiffnessMatrix_withIRulesAsSubcells(FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)oofem::NLStructuralElement
computeStrainVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep)oofem::StructuralElementvirtual
computeStressVector(FloatArray &answer, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep)oofem::QTruss1dvirtual
computeStressVectorAndLocalCumulatedStrain(FloatArray &answer, double localCumulatedPlasticStrain, GaussPoint *gp, TimeStep *tStep)oofem::GradDpElementprotected
computeSurfaceNMatrix(FloatMatrix &answer, int boundaryID, const FloatArray &lcoords)oofem::StructuralElementvirtual
computeSurfaceVolumeAround(GaussPoint *gp, int iSurf)oofem::StructuralElementprotectedvirtual
computeTangentFromEdgeLoad(FloatMatrix &answer, EdgeLoad *load, int boundary, MatResponseMode rmode, TimeStep *tStep)oofem::Elementvirtual
computeTangentFromSurfaceLoad(FloatMatrix &answer, SurfaceLoad *load, int boundary, MatResponseMode rmode, TimeStep *tStep)oofem::Elementvirtual
computeVectorOf(ValueModeType u, TimeStep *tStep, FloatArray &answer)oofem::Element
computeVectorOf(const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false)oofem::Element
computeVectorOf(PrimaryField &field, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false)oofem::Element
computeVectorOfPrescribed(ValueModeType u, TimeStep *tStep, FloatArray &answer)oofem::Element
computeVectorOfPrescribed(const IntArray &dofIDMask, ValueModeType type, TimeStep *tStep, FloatArray &answer)oofem::Element
computeVolume()oofem::Elementvirtual
computeVolumeAreaOrLength()oofem::Elementvirtual
computeVolumeAround(GaussPoint *gp)oofem::QTruss1dvirtual
condense(FloatMatrix *stiff, FloatMatrix *mass, FloatArray *load, IntArray *what)oofem::StructuralElementprotected
createMaterialStatus()oofem::StructuralElementvirtual
crossSectionoofem::Elementprotected
dofManArrayoofem::Elementprotected
domainoofem::FEMComponentprotected
drawAnnotation(oofegGraphicContext &gc, TimeStep *tStep)oofem::Elementvirtual
drawDeformedGeometry(oofegGraphicContext &gc, TimeStep *tStep, UnknownType)oofem::Elementinlinevirtual
drawRawGeometry(oofegGraphicContext &gc, TimeStep *tStep)oofem::Elementinlinevirtual
drawScalar(oofegGraphicContext &gc, TimeStep *tStep)oofem::Elementinlinevirtual
drawSpecial(oofegGraphicContext &gc, TimeStep *tStep)oofem::Elementinlinevirtual
drawYourself(oofegGraphicContext &gc, TimeStep *tStep)oofem::Elementvirtual
Element(int n, Domain *aDomain)oofem::Element
Element(const Element &src)=deleteoofem::Element
elemLocalCSoofem::Elementprotected
errorInfo(const char *func) const oofem::FEMComponent
estimatePackSize(DataStream &buff)oofem::Element
FEMComponent(int n, Domain *d)oofem::FEMComponentinline
GetSurfaceIntegrationRule(int order)oofem::StructuralElementinlineprotectedvirtual
giveBodyLoadArray()oofem::Element
giveBodyLoadList() const oofem::Elementinline
giveBoundaryEdgeIntegrationRule(int order, int boundary)oofem::Elementvirtual
giveBoundaryEdgeNodes(IntArray &bNodes, int boundary)oofem::Elementvirtual
giveBoundaryLoadArray()oofem::Element
giveBoundaryLoadList() const oofem::Elementinline
giveBoundaryLocationArray(IntArray &locationArray, const IntArray &bNodes, const UnknownNumberingScheme &s, IntArray *dofIds=NULL)oofem::Elementvirtual
giveBoundaryLocationArray(IntArray &locationArray, const IntArray &bNodes, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL)oofem::Elementvirtual
giveBoundarySurfaceIntegrationRule(int order, int boundary)oofem::Elementvirtual
giveBoundarySurfaceNodes(IntArray &bNodes, int boundary)oofem::Elementvirtual
giveCharacteristicLength(const FloatArray &normalToCrackPlane)oofem::QTruss1dinlinevirtual
giveCharacteristicLengthForAxisymmElements(const FloatArray &normalToCrackPlane)oofem::Element
giveCharacteristicLengthForPlaneElements(const FloatArray &normalToCrackPlane)oofem::Element
giveCharacteristicMatrix(FloatMatrix &answer, CharType, TimeStep *tStep)oofem::StructuralElementvirtual
giveCharacteristicSize(GaussPoint *gp, FloatArray &normalToCrackPlane, ElementCharSizeMethod method)oofem::Elementinlinevirtual
giveCharacteristicValue(CharType type, TimeStep *tStep)oofem::Elementvirtual
giveCharacteristicVector(FloatArray &answer, CharType type, ValueModeType mode, TimeStep *tStep)oofem::StructuralElementvirtual
giveClassName() const oofem::QTruss1dGradinlinevirtual
giveCrossSection()oofem::Element
giveDefaultIntegrationRule() const oofem::Elementinlinevirtual
giveDefaultIntegrationRulePtr()oofem::Elementinlinevirtual
giveDofManager(int i) const oofem::Element
giveDofManagerNumber(int i) const oofem::Elementinline
giveDofManArray() const oofem::Elementinline
giveDofManDofIDMask(int inode, IntArray &answer) const oofem::QTruss1dGradprotectedvirtual
giveDomain() const oofem::FEMComponentinline
giveEdgeDofMapping(IntArray &answer, int iEdge) const oofem::StructuralElementinlineprotectedvirtual
giveElementDofIDMask(IntArray &answer) const oofem::Elementinlinevirtual
giveGeometryMode()oofem::NLStructuralElementinline
giveGeometryType() const oofem::Elementvirtual
giveGlobalIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep)oofem::Element
giveGlobalNumber() const oofem::Elementinline
giveInputRecord(DynamicInputRecord &input)oofem::NLStructuralElementvirtual
giveInputRecordName() const oofem::QTruss1dGradinlinevirtual
giveIntegrationDomain() const oofem::Elementvirtual
giveIntegrationRule(int i)oofem::Elementinlinevirtual
giveIntegrationRuleLocalCodeNumbers(IntArray &answer, IntegrationRule &ie)oofem::Elementinlinevirtual
giveIntegrationRulesArray()oofem::Elementinline
giveInterface(InterfaceType t)oofem::FEMComponentinlinevirtual
giveInternalDofManager(int i) const oofem::Elementinlinevirtual
giveInternalDofManDofIDMask(int inode, IntArray &answer) const oofem::Elementinlinevirtual
giveInternalForcesVector(FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0)oofem::QTruss1dGradprotectedvirtual
giveInternalForcesVector_withIRulesAsSubcells(FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0)oofem::NLStructuralElementvirtual
giveInternalStateAtNode(FloatArray &answer, InternalStateType type, InternalStateMode mode, int node, TimeStep *tStep)oofem::StructuralElementvirtual
giveInternalStateAtSide(FloatArray &answer, InternalStateType type, InternalStateMode mode, int side, TimeStep *tStep)oofem::Elementinlinevirtual
giveInterpolation() const oofem::Elementinlinevirtual
giveInterpolation(DofIDItem id) const oofem::Elementinlinevirtual
giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep)oofem::StructuralElementvirtual
giveKnotSpanParallelMode(int) const oofem::Elementinlinevirtual
giveLabel() const oofem::Elementinline
giveLengthInDir(const FloatArray &normalToCrackPlane)oofem::Elementvirtual
giveLocalCoordinateSystem(FloatMatrix &answer)oofem::Elementvirtual
giveLocalInternalForcesVector(FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord)oofem::GradDpElementprotected
giveLocalIntVarMaxMin(oofegGraphicContext &gc, TimeStep *tStep, double &emin, double &emax)oofem::Elementinlinevirtual
giveLocationArray(IntArray &locationArray, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const oofem::Element
giveLocationArray(IntArray &locationArray, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const oofem::Element
giveMassMtrxIntegrationgMask(IntArray &answer)oofem::StructuralElementinlinevirtual
giveMaterial()oofem::Elementvirtual
giveMaterialMode()oofem::QTruss1dGradinlinevirtual
giveMaterialNumber() const oofem::Elementinline
giveNLStructuralElement()oofem::QTruss1dGradinlineprotectedvirtual
giveNode(int i) const oofem::Elementinline
giveNonlocalInternalForcesVector(FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord)oofem::GradDpElementprotected
giveNonlocalLocationArray(IntArray &locationArray, const UnknownNumberingScheme &us)oofem::StructuralElementvirtual
giveNumber() const oofem::FEMComponentinline
giveNumberOfBoundarySides()oofem::Elementvirtual
giveNumberOfDofManagers() const oofem::Elementinlinevirtual
giveNumberOfDofs()oofem::Elementinlinevirtual
giveNumberOfIntegrationRules()oofem::Elementinline
giveNumberOfInternalDofManagers() const oofem::Elementinlinevirtual
giveNumberOfIPForMassMtrxIntegration()oofem::StructuralElementprotectedvirtual
giveNumberOfNodes() const oofem::Elementinlinevirtual
giveParallelMode() const oofem::Elementinline
giveParentElSize() const oofem::Elementinlinevirtual
givePartitionList() const oofem::Elementinline
giveRegionNumber()oofem::Element
giveRelativeSelfComputationalCost()oofem::Elementinlinevirtual
giveRotationMatrix(FloatMatrix &answer)oofem::Elementvirtual
giveSide(int i) const oofem::Elementvirtual
giveSpatialDimension()oofem::Elementvirtual
giveStructuralCrossSection()oofem::StructuralElement
giveStructuralElement()oofem::QTruss1dGradinlineprotectedvirtual
giveSurfaceDofMapping(IntArray &answer, int iSurf) const oofem::StructuralElementinlineprotectedvirtual
globalNumberoofem::Elementprotected
GradDpElement()oofem::GradDpElement
initForNewStep()oofem::Elementvirtual
initialDisplacementsoofem::StructuralElementprotected
initializeFrom(InputRecord *ir)oofem::QTruss1dGradvirtual
initializeYourself(TimeStep *timeStepWhenICApply)oofem::Elementinlinevirtual
integrationRulesArrayoofem::Elementprotected
interpolationoofem::QTruss1dprotectedstatic
interpolation_linoofem::QTruss1dGradprotectedstatic
ipEvaluator(T *src, void(T::*f)(GaussPoint *gp))oofem::Element
ipEvaluator(T *src, void(T::*f)(GaussPoint *, S &), S &_val)oofem::Element
isActivated(TimeStep *tStep)oofem::Elementvirtual
isCast(TimeStep *tStep)oofem::Elementvirtual
locKoofem::GradDpElementprotected
locSizeoofem::GradDpElementprotected
locUoofem::GradDpElementprotected
mapStateVariables(Domain &iOldDom, const TimeStep &iTStep)oofem::Elementvirtual
materialoofem::Elementprotected
nlGeometryoofem::NLStructuralElementprotected
nlSizeoofem::GradDpElementprotected
NLStructuralElement(int n, Domain *d)oofem::NLStructuralElement
nPrimNodesoofem::GradDpElementprotected
nPrimVarsoofem::GradDpElementprotected
nSecNodesoofem::GradDpElementprotected
nSecVarsoofem::GradDpElementprotected
numberoofem::FEMComponentprotected
numberOfDofMansoofem::Elementprotected
numberOfGaussPointsoofem::Elementprotected
operator=(const Element &src)=deleteoofem::Element
packUnknowns(DataStream &buff, TimeStep *tStep)oofem::Element
parallel_modeoofem::Elementprotected
partitionsoofem::Elementprotected
postInitialize()oofem::Elementvirtual
predictRelativeComputationalCost()oofem::Elementvirtual
predictRelativeRedistributionCost()oofem::Elementinlinevirtual
printOutputAt(FILE *file, TimeStep *tStep)oofem::Elementvirtual
printYourself()oofem::FEMComponentinlinevirtual
QTruss1d(int n, Domain *d)oofem::QTruss1d
QTruss1dGrad(int n, Domain *d)oofem::QTruss1dGrad
restoreContext(DataStream &stream, ContextMode mode, void *obj=NULL)oofem::Elementvirtual
saveContext(DataStream &stream, ContextMode mode, void *obj=NULL)oofem::Elementvirtual
setBodyLoads(const IntArray &bodyLoads)oofem::Element
setCrossSection(int csIndx)oofem::Elementinlinevirtual
setDisplacementLocationArray()oofem::GradDpElementprotected
setDofManagers(const IntArray &dmans)oofem::Element
setDomain(Domain *d)oofem::FEMComponentinlinevirtual
setGlobalNumber(int num)oofem::Elementinline
setIntegrationRules(std::vector< std::unique_ptr< IntegrationRule > > irlist)oofem::Element
setMaterial(int matIndx)oofem::Elementinline
setNonlocalLocationArray()oofem::GradDpElementprotected
setNumber(int num)oofem::FEMComponentinline
setParallelMode(elementParallelMode _mode)oofem::Elementinline
setPartitionList(IntArray &pl)oofem::Elementinline
setupIRForMassMtrxIntegration(IntegrationRule &iRule)oofem::StructuralElementprotectedvirtual
showExtendedSparseMtrxStructure(CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep)oofem::StructuralElementvirtual
showSparseMtrxStructure(CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep)oofem::StructuralElementvirtual
StructuralElement(int n, Domain *d)oofem::StructuralElement
testElementExtension(ElementExtension ext)oofem::QTruss1dinlinevirtual
totalSizeoofem::GradDpElementprotected
unpackAndUpdateUnknowns(DataStream &buff, TimeStep *tStep)oofem::Element
updateBeforeNonlocalAverage(TimeStep *tStep)oofem::StructuralElementvirtual
updateInternalState(TimeStep *tStep)oofem::StructuralElementvirtual
updateLocalNumbering(EntityRenumberingFunctor &f)oofem::Elementvirtual
updateYourself(TimeStep *tStep)oofem::StructuralElementvirtual
~Element()oofem::Elementvirtual
~FEMComponent()oofem::FEMComponentinlinevirtual
~GradDpElement()oofem::GradDpElementinlinevirtual
~NLStructuralElement()oofem::NLStructuralElementinlinevirtual
~QTruss1d()oofem::QTruss1dinlinevirtual
~QTruss1dGrad()oofem::QTruss1dGradinlinevirtual
~StructuralElement()oofem::StructuralElementvirtual

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