OOFEM  2.4
OOFEM.org - Object Oriented Finite Element Solver
oofem::LIBeam2d Member List

This is the complete list of members for oofem::LIBeam2d, 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::StructuralElementvirtual
computeArea()oofem::Elementvirtual
computeBmatrixAt(GaussPoint *, FloatMatrix &, int=1, int=ALL_STRAINS)oofem::LIBeam2dprotectedvirtual
computeBodyLoadVectorAt(FloatArray &answer, Load *load, TimeStep *tStep, ValueModeType mode)oofem::LIBeam2dprotectedvirtual
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
computeConsistentMassMatrix(FloatMatrix &answer, TimeStep *tStep, double &mass, const double *ipDensity=NULL)oofem::StructuralElementvirtual
computeConstitutiveMatrixAt(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep)oofem::LIBeam2dprotectedvirtual
computeDofTransformationMatrix(FloatMatrix &answer, const IntArray &nodes, bool includeInternal)oofem::Elementvirtual
computeEdgeNMatrix(FloatMatrix &answer, int boundaryID, const FloatArray &lcoords)oofem::StructuralElementvirtual
computeEdgeVolumeAround(GaussPoint *, int)oofem::LIBeam2dprotectedvirtual
computeField(ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer)oofem::StructuralElementvirtual
computeGaussPoints()oofem::LIBeam2dprotectedvirtual
computeGlobalCoordinates(FloatArray &answer, const FloatArray &lcoords)oofem::LIBeam2dvirtual
computeGtoLRotationMatrix(FloatMatrix &answer)oofem::LIBeam2dvirtual
computeInitialStressMatrix(FloatMatrix &answer, TimeStep *tStep)oofem::StructuralElementinlinevirtual
computeLength()oofem::LIBeam2dprotectedvirtual
computeLoadGToLRotationMtrx(FloatMatrix &answer)oofem::LIBeam2dprotectedvirtual
computeLoadLEToLRotationMatrix(FloatMatrix &, int, GaussPoint *)oofem::LIBeam2dprotectedvirtual
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
computeLumpedMassMatrix(FloatMatrix &answer, TimeStep *tStep)oofem::LIBeam2dvirtual
computeMassMatrix(FloatMatrix &answer, TimeStep *tStep)oofem::LIBeam2dinlinevirtual
computeMeanSize()oofem::Element
computeMidPlaneNormal(FloatArray &answer, const GaussPoint *gp)oofem::Elementvirtual
computeNmatrixAt(const FloatArray &iLocCoord, FloatMatrix &)oofem::LIBeam2dprotectedvirtual
computeNumberOfDofs()oofem::LIBeam2dinlinevirtual
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::LIBeam2dvirtual
computeStiffnessMatrix_withIRulesAsSubcells(FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)oofem::StructuralElement
computeStrainVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep)oofem::StructuralElementvirtual
computeStrainVectorInLayer(FloatArray &answer, const FloatArray &masterGpStrain, GaussPoint *masterGp, GaussPoint *slaveGp, TimeStep *tStep)oofem::LIBeam2dvirtual
computeStressVector(FloatArray &answer, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep)oofem::LIBeam2dprotectedvirtual
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::LIBeam2dvirtual
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::Elementinlinevirtual
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::LIBeam2dinlinevirtual
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 &) const oofem::LIBeam2dvirtual
giveDomain() const oofem::FEMComponentinline
giveEdgeDofMapping(IntArray &answer, int) const oofem::LIBeam2dprotectedvirtual
giveElementDofIDMask(IntArray &answer) const oofem::Elementinlinevirtual
giveGeometryType() const oofem::Elementvirtual
giveGlobalIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep)oofem::Element
giveGlobalNumber() const oofem::Elementinline
giveInputRecord(DynamicInputRecord &input)oofem::StructuralElementvirtual
giveInputRecordName() const oofem::LIBeam2dinlinevirtual
giveIntegrationDomain() const oofem::Elementvirtual
giveIntegrationRule(int i)oofem::Elementinlinevirtual
giveIntegrationRuleLocalCodeNumbers(IntArray &answer, IntegrationRule &ie)oofem::Elementinlinevirtual
giveIntegrationRulesArray()oofem::Elementinline
giveInterface(InterfaceType it)oofem::LIBeam2dvirtual
giveInternalDofManager(int i) const oofem::Elementinlinevirtual
giveInternalDofManDofIDMask(int inode, IntArray &answer) const oofem::Elementinlinevirtual
giveInternalForcesVector(FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0)oofem::StructuralElementvirtual
giveInternalForcesVector_withIRulesAsSubcells(FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0)oofem::StructuralElementvirtual
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::LIBeam2dvirtual
oofem::StructuralElement::giveInterpolation(DofIDItem id) const oofem::Elementinlinevirtual
giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep)oofem::LIBeam2dvirtual
giveKnotSpanParallelMode(int) const oofem::Elementinlinevirtual
giveLabel() const oofem::Elementinline
giveLengthInDir(const FloatArray &normalToCrackPlane)oofem::Elementvirtual
giveLocalCoordinateSystem(FloatMatrix &answer)oofem::Elementvirtual
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::LIBeam2dinlinevirtual
giveMaterialNumber() const oofem::Elementinline
giveNode(int i) const oofem::Elementinline
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
givePitch()oofem::LIBeam2dprotected
giveRegionNumber()oofem::Element
giveRelativeSelfComputationalCost()oofem::Elementinlinevirtual
giveRotationMatrix(FloatMatrix &answer)oofem::Elementvirtual
giveSide(int i) const oofem::Elementvirtual
giveSpatialDimension()oofem::Elementvirtual
giveStructuralCrossSection()oofem::StructuralElement
giveSurfaceDofMapping(IntArray &answer, int iSurf) const oofem::StructuralElementinlineprotectedvirtual
globalNumberoofem::Elementprotected
initForNewStep()oofem::Elementvirtual
initialDisplacementsoofem::StructuralElementprotected
initializeFrom(InputRecord *ir)oofem::LIBeam2dvirtual
initializeYourself(TimeStep *timeStepWhenICApply)oofem::Elementinlinevirtual
integrationRulesArrayoofem::Elementprotected
Interface()oofem::Interfaceinline
interpolationoofem::LIBeam2dprotectedstatic
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
LayeredCrossSectionInterface()oofem::LayeredCrossSectionInterfaceinline
lengthoofem::LIBeam2d
LIBeam2d(int n, Domain *aDomain)oofem::LIBeam2d
mapStateVariables(Domain &iOldDom, const TimeStep &iTStep)oofem::Elementvirtual
materialoofem::Elementprotected
numberoofem::FEMComponentprotected
numberOfDofMansoofem::Elementprotected
numberOfGaussPointsoofem::Elementprotected
operator=(const Element &src)=deleteoofem::Element
packUnknowns(DataStream &buff, TimeStep *tStep)oofem::Element
parallel_modeoofem::Elementprotected
partitionsoofem::Elementprotected
pitchoofem::LIBeam2d
postInitialize()oofem::Elementvirtual
predictRelativeComputationalCost()oofem::Elementvirtual
predictRelativeRedistributionCost()oofem::Elementinlinevirtual
printOutputAt(FILE *file, TimeStep *tStep)oofem::Elementvirtual
printYourself()oofem::FEMComponentinlinevirtual
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
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
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::Elementinlinevirtual
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
~Interface()oofem::Interfaceinlinevirtual
~LIBeam2d()oofem::LIBeam2dinlinevirtual
~StructuralElement()oofem::StructuralElementvirtual

This page is part of the OOFEM documentation. Copyright (c) 2011 Borek Patzak
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