#include <shell7basexfem.h>

Inheritance diagram for oofem::Shell7BaseXFEM:

Collaboration diagram for oofem::Shell7BaseXFEM:

Public Member Functions
	Shell7BaseXFEM (int n, Domain *d)

virtual	~Shell7BaseXFEM ()

virtual int	checkConsistency ()
	Performs consistency check. More...

void	giveMaxCZDamages (FloatArray &answer, TimeStep *tStep)

virtual const char *	giveClassName () const

std::string	errorInfo (const char *func) const

virtual Interface *	giveInterface (InterfaceType it)
	Interface requesting service. More...

virtual IRResultType	initializeFrom (InputRecord *ir)
	Initializes receiver according to object description stored in input record. More...

virtual void	giveDofManDofIDMask (int inode, IntArray &answer) const
	Returns dofmanager dof mask for node. More...

virtual int	giveNumberOfDofs ()

virtual void	giveFailedInterfaceNumber (IntArray &failedInterfaces, FloatArray &initiationFactor, TimeStep *tStep, bool recoverStresses=true)

virtual void	giveAverageTransverseInterfaceStress (std::vector< FloatMatrix > &transverseStress, TimeStep *tStep)

virtual void	giveRecoveredTransverseInterfaceStress (std::vector< FloatMatrix > &transverseStress, TimeStep *tStep)

bool	hasCohesiveZone (int interfaceNum)

Public Member Functions inherited from oofem::Shell7Base
	Shell7Base (int n, Domain *d)

virtual	~Shell7Base ()

virtual int	computeGlobalCoordinates (FloatArray &answer, const FloatArray &lcoords)
	Computes the global coordinates from given element's local coordinates. More...

virtual int	computeGlobalCoordinatesOnEdge (FloatArray &answer, const FloatArray &lcoords, const int iEdge)

virtual int	computeNumberOfDofs ()
	Computes or simply returns total number of element's local DOFs. More...

virtual void	printOutputAt (FILE file, TimeStep tStep)
	Prints output of receiver to stream, for given time step. More...

virtual MaterialMode	giveMaterialMode ()
	Returns material mode for receiver integration points. More...

virtual int	giveNumberOfInPlaneIP ()

virtual int	giveNumberOfEdgeDofs ()=0

virtual int	giveNumberOfEdgeDofManagers ()=0

virtual Element *	ZZNodalRecoveryMI_giveElement ()

void	evalInitialCovarBaseVectorsAt (const FloatArray &lCoords, FloatMatrix &Gcov)

LayeredCrossSection *	giveLayeredCS ()

Public Member Functions inherited from oofem::NLStructuralElement
	NLStructuralElement (int n, Domain *d)
	Constructor. More...

virtual	~NLStructuralElement ()
	Destructor. More...

int	giveGeometryMode ()
	Returns the geometry mode describing the formulation used in the internal work 0 - Engineering (small deformation) stress-strain mode 1 - First Piola-Kirchhoff - Deformation gradient mode, P is defined as FS 2 - Second Piola-Kirchhoff - Green-Lagrange strain mode with deformation gradient as input (deprecated and not supported) More...

void	computeFirstPKStressVector (FloatArray &answer, GaussPoint gp, TimeStep tStep)
	Computes the first Piola-Kirchhoff stress tensor on Voigt format. More...

void	computeCauchyStressVector (FloatArray &answer, GaussPoint gp, TimeStep tStep)
	Computes the Cauchy stress tensor on Voigt format. More...

virtual void	computeInitialStressMatrix (FloatMatrix &answer, TimeStep *tStep)
	Computes the initial stiffness matrix of receiver. More...

void	computeStiffnessMatrix_withIRulesAsSubcells (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)
	Computes the stiffness matrix of receiver. More...

void	giveInternalForcesVector_withIRulesAsSubcells (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0)
	Evaluates nodal representation of real internal forces. More...

virtual void	computeDeformationGradientVector (FloatArray &answer, GaussPoint gp, TimeStep tStep)
	Computes the deformation gradient in Voigt form at integration point ip and at time step tStep. More...

double	computeCurrentVolume (TimeStep *tStep)
	Computes the current volume of element. More...

virtual void	giveInputRecord (DynamicInputRecord &input)
	Setups the input record string of receiver. More...

Public Member Functions inherited from oofem::StructuralElement
	StructuralElement (int n, Domain *d)
	Constructor. More...

virtual	~StructuralElement ()
	Destructor. More...

virtual void	giveCharacteristicMatrix (FloatMatrix &answer, CharType, TimeStep *tStep)
	Computes characteristic matrix of receiver of requested type in given time step. More...

virtual void	giveCharacteristicVector (FloatArray &answer, CharType type, ValueModeType mode, TimeStep *tStep)
	Computes characteristic vector of receiver of requested type in given time step. More...

virtual void	computeConsistentMassMatrix (FloatMatrix &answer, TimeStep tStep, double &mass, const double ipDensity=NULL)
	Computes consistent mass matrix of receiver using numerical integration over element volume. More...

virtual void	giveMassMtrxIntegrationgMask (IntArray &answer)
	Returns mask indicating, which unknowns (their type and ordering is the same as element unknown vector) participate in mass matrix integration. More...

void	computeStiffnessMatrix_withIRulesAsSubcells (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)

virtual void	computeField (ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer)
	Computes the unknown vector interpolated at the specified local coordinates. More...

virtual void	computeStrainVector (FloatArray &answer, GaussPoint gp, TimeStep tStep)
	Compute strain vector of receiver evaluated at given integration point at given time step from element displacement vector. More...

virtual void	computeResultingIPTemperatureAt (FloatArray &answer, TimeStep tStep, GaussPoint gp, ValueModeType mode)
	Computes at given time (tStep) the the resulting temperature component array. More...

virtual void	computeResultingIPEigenstrainAt (FloatArray &answer, TimeStep tStep, GaussPoint gp, ValueModeType mode)
	Computes at given time the resulting eigenstrain component array. More...

virtual int	adaptiveUpdate (TimeStep *tStep)
	Updates the internal state variables stored in all IPs according to already mapped state. More...

virtual void	updateInternalState (TimeStep *tStep)
	Updates element state after equilibrium in time step has been reached. More...

virtual int	giveInternalStateAtNode (FloatArray &answer, InternalStateType type, InternalStateMode mode, int node, TimeStep *tStep)
	Returns internal state variable (like stress,strain) at node of element in Reduced form, the way how is obtained is dependent on InternalValueType. More...

virtual void	showSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep)
	Shows sparse structure. More...

virtual void	showExtendedSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep)
	Shows extended sparse structure (for example, due to nonlocal interactions for tangent stiffness) More...

virtual void	computeLoadVector (FloatArray &answer, BodyLoad load, CharType type, ValueModeType mode, TimeStep tStep)
	Computes the contribution of the given body load (volumetric). More...

virtual void	computeBoundarySurfaceLoadVector (FloatArray &answer, BoundaryLoad load, int boundary, CharType type, ValueModeType mode, TimeStep tStep, bool global=true)
	Computes the contribution of the given load at the given boundary surface in global coordinate system. More...

virtual void	computeEdgeNMatrix (FloatMatrix &answer, int boundaryID, const FloatArray &lcoords)
	computes edge interpolation matrix More...

virtual void	computeSurfaceNMatrix (FloatMatrix &answer, int boundaryID, const FloatArray &lcoords)
	Computes surface interpolation matrix. More...

virtual void	computeConstitutiveMatrixAt (FloatMatrix &answer, MatResponseMode rMode, GaussPoint gp, TimeStep tStep)=0
	Computes constitutive matrix of receiver. More...

StructuralCrossSection *	giveStructuralCrossSection ()
	Helper function which returns the structural cross-section for the element. More...

virtual void	createMaterialStatus ()

virtual void	computeStressVector (FloatArray &answer, const FloatArray &strain, GaussPoint gp, TimeStep tStep)=0
	Computes the stress vector of receiver at given integration point, at time step tStep. More...

virtual void	updateBeforeNonlocalAverage (TimeStep *tStep)
	Updates internal element state (in all integration points of receiver) before nonlocal averaging takes place. More...

virtual void	giveNonlocalLocationArray (IntArray &locationArray, const UnknownNumberingScheme &us)
	Returns the "nonlocal" location array of receiver. More...

virtual void	addNonlocalStiffnessContributions (SparseMtrx &dest, const UnknownNumberingScheme &s, TimeStep *tStep)
	Adds the "nonlocal" contribution to stiffness matrix, to account for nonlocality of material model. More...

Public Member Functions inherited from oofem::Element
	Element (int n, Domain *aDomain)
	Constructor. More...

	Element (const Element &src)=delete

Element &	operator= (const Element &src)=delete

virtual	~Element ()
	Virtual destructor. More...

virtual void	drawYourself (oofegGraphicContext &gc, TimeStep *tStep)

virtual void	drawAnnotation (oofegGraphicContext &gc, TimeStep *tStep)

virtual void	drawRawGeometry (oofegGraphicContext &gc, TimeStep *tStep)

virtual void	drawDeformedGeometry (oofegGraphicContext &gc, TimeStep *tStep, UnknownType)

virtual void	drawScalar (oofegGraphicContext &gc, TimeStep *tStep)

virtual void	drawSpecial (oofegGraphicContext &gc, TimeStep *tStep)

virtual void	giveLocalIntVarMaxMin (oofegGraphicContext &gc, TimeStep *tStep, double &emin, double &emax)

virtual int	giveInternalStateAtSide (FloatArray &answer, InternalStateType type, InternalStateMode mode, int side, TimeStep *tStep)
	Returns internal state variable (like stress,strain) at side of element in Reduced form If side is possessing DOFs, otherwise recover techniques will not work due to absence of side-shape functions. More...

int	giveLabel () const

int	giveGlobalNumber () const

void	setGlobalNumber (int num)
	Sets receiver globally unique number. More...

elementParallelMode	giveParallelMode () const
	Return elementParallelMode of receiver. More...

void	setParallelMode (elementParallelMode _mode)
	Sets parallel mode of element. More...

virtual elementParallelMode	giveKnotSpanParallelMode (int) const
	Returns the parallel mode for particular knot span of the receiver. More...

int	packUnknowns (DataStream &buff, TimeStep *tStep)
	Pack all necessary data of element (according to its parallel_mode) integration points into given communication buffer. More...

int	unpackAndUpdateUnknowns (DataStream &buff, TimeStep *tStep)
	Unpack and updates all necessary data of element (according to its parallel_mode) integration points into given communication buffer. More...

int	estimatePackSize (DataStream &buff)
	Estimates the necessary pack size to hold all packed data of receiver. More...

const IntArray *	givePartitionList () const
	Returns partition list of receiver. More...

void	setPartitionList (IntArray &pl)
	Sets partition list of receiver. More...

virtual double	predictRelativeComputationalCost ()
	Returns the weight representing relative computational cost of receiver The reference element is triangular plane stress element with linear approximation, single integration point and linear isotropic material. More...

virtual double	giveRelativeSelfComputationalCost ()
	Returns the weight representing relative computational cost of receiver The reference element is triangular plane stress element. More...

virtual double	predictRelativeRedistributionCost ()
	Returns the relative redistribution cost of the receiver. More...

IntArray *	giveBodyLoadArray ()
	Returns array containing load numbers of loads acting on element. More...

IntArray *	giveBoundaryLoadArray ()
	Returns array containing load numbers of boundary loads acting on element. More...

virtual contextIOResultType	saveContext (DataStream &stream, ContextMode mode, void *obj=NULL)
	Stores receiver state to output stream. More...

virtual contextIOResultType	restoreContext (DataStream &stream, ContextMode mode, void *obj=NULL)
	Restores the receiver state previously written in stream. More...

void	giveLocationArray (IntArray &locationArray, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const
	Returns the location array (array of code numbers) of receiver for given numbering scheme. More...

void	giveLocationArray (IntArray &locationArray, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const

virtual void	giveBoundaryLocationArray (IntArray &locationArray, const IntArray &bNodes, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL)

virtual int	giveNumberOfInternalDofManagers () const

virtual DofManager *	giveInternalDofManager (int i) const
	Returns i-th internal element dof manager of the receiver. More...

virtual double	giveCharacteristicValue (CharType type, TimeStep *tStep)
	Computes characteristic value of receiver of requested type in given time step. More...

virtual void	computeTangentFromSurfaceLoad (FloatMatrix &answer, SurfaceLoad load, int boundary, MatResponseMode rmode, TimeStep tStep)
	Computes the tangent contribution of the given load at the given boundary. More...

virtual void	computeTangentFromEdgeLoad (FloatMatrix &answer, EdgeLoad load, int boundary, MatResponseMode rmode, TimeStep tStep)
	Computes the tangent contribution of the given load at the given boundary. More...

const IntArray &	giveBodyLoadList () const
	Returns receiver list of bodyloads. More...

const IntArray &	giveBoundaryLoadList () const
	Returns receiver list of boundary loads. More...

void	computeVectorOf (ValueModeType u, TimeStep *tStep, FloatArray &answer)
	Returns local vector of unknowns. More...

void	computeVectorOf (const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false)

void	computeBoundaryVectorOf (const IntArray &bNodes, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false)
	Boundary version of computeVectorOf. More...

void	computeVectorOf (PrimaryField &field, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false)
	Returns local vector of unknowns. More...

void	computeVectorOfPrescribed (ValueModeType u, TimeStep *tStep, FloatArray &answer)
	Returns local vector of prescribed unknowns. More...

void	computeVectorOfPrescribed (const IntArray &dofIDMask, ValueModeType type, TimeStep *tStep, FloatArray &answer)
	Returns local vector of prescribed unknowns. More...

virtual int	computeNumberOfGlobalDofs ()
	Computes the total number of element's global dofs. More...

int	computeNumberOfPrimaryMasterDofs ()
	Computes the total number of element's primary master DOFs. More...

virtual bool	computeGtoLRotationMatrix (FloatMatrix &answer)
	Returns transformation matrix from global c.s. More...

virtual bool	giveRotationMatrix (FloatMatrix &answer)
	Transformation matrices updates rotation matrix between element-local and primary DOFs, taking into account nodal c.s. More...

virtual bool	computeDofTransformationMatrix (FloatMatrix &answer, const IntArray &nodes, bool includeInternal)
	Returns transformation matrix for DOFs from global coordinate system to local coordinate system in nodes. More...

virtual void	giveInternalDofManDofIDMask (int inode, IntArray &answer) const
	Returns internal dofmanager dof mask for node. More...

virtual void	giveElementDofIDMask (IntArray &answer) const
	Returns element dof mask for node. More...

virtual double	computeVolumeAround (GaussPoint *gp)
	Returns volume related to given integration point. More...

virtual double	computeVolumeAreaOrLength ()
	Computes the volume, area or length of the element depending on its spatial dimension. More...

double	computeMeanSize ()
	Computes the size of the element defined as its length. More...

virtual double	computeVolume ()
	Computes the volume. More...

virtual double	computeArea ()
	Computes the area (zero for all but 2d geometries). More...

virtual double	computeLength ()
	Computes the length (zero for all but 1D geometries) More...

virtual void	giveBoundaryEdgeNodes (IntArray &bNodes, int boundary)
	Returns list of receiver boundary nodes for given edge. More...

virtual void	giveBoundarySurfaceNodes (IntArray &bNodes, int boundary)
	Returns list of receiver boundary nodes for given surface. More...

virtual IntegrationRule *	giveBoundaryEdgeIntegrationRule (int order, int boundary)
	Returns boundary edge integration rule. More...

virtual IntegrationRule *	giveBoundarySurfaceIntegrationRule (int order, int boundary)
	Returns boundary surface integration rule. More...

int	giveDofManagerNumber (int i) const
	Translates local to global indices for dof managers. More...

const IntArray &	giveDofManArray () const

void	addDofManager (DofManager *dMan)

DofManager *	giveDofManager (int i) const

Node *	giveNode (int i) const
	Returns reference to the i-th node of element. More...

virtual ElementSide *	giveSide (int i) const
	Returns reference to the i-th side of element. More...

virtual FEInterpolation *	giveInterpolation () const

virtual FEInterpolation *	giveInterpolation (DofIDItem id) const
	Returns the interpolation for the specific dof id. More...

virtual Material *	giveMaterial ()

int	giveMaterialNumber () const

CrossSection *	giveCrossSection ()

void	setMaterial (int matIndx)
	Sets the material of receiver. More...

virtual void	setCrossSection (int csIndx)
	Sets the cross section model of receiver. More...

virtual int	giveNumberOfDofManagers () const

virtual int	giveNumberOfNodes () const
	Returns number of nodes of receiver. More...

void	setDofManagers (const IntArray &dmans)
	Sets receiver dofManagers. More...

void	setBodyLoads (const IntArray &bodyLoads)
	Sets receiver bodyLoadArray. More...

void	setIntegrationRules (std::vector< std::unique_ptr< IntegrationRule > > irlist)
	Sets integration rules. More...

virtual integrationDomain	giveIntegrationDomain () const
	Returns integration domain for receiver, used to initialize integration point over receiver volume. More...

virtual int	giveIntegrationRuleLocalCodeNumbers (IntArray &answer, IntegrationRule &ie)
	Assembles the code numbers of given integration element (sub-patch) This is done by obtaining list of nonzero shape functions and by collecting the code numbers of nodes corresponding to these shape functions. More...

int	giveRegionNumber ()

virtual void	initializeYourself (TimeStep *timeStepWhenICApply)
	Initialization according to state given by initial conditions. More...

virtual bool	isActivated (TimeStep *tStep)

virtual bool	isCast (TimeStep *tStep)

virtual void	initForNewStep ()
	Initializes receivers state to new time step. More...

virtual Element_Geometry_Type	giveGeometryType () const
	Returns the element geometry type. More...

virtual int	giveSpatialDimension ()
	Returns the element spatial dimension (1, 2, or 3). More...

virtual int	giveNumberOfBoundarySides ()

virtual int	giveDefaultIntegrationRule () const
	Returns id of default integration rule. More...

virtual IntegrationRule *	giveDefaultIntegrationRulePtr ()
	Access method for default integration rule. More...

int	giveNumberOfIntegrationRules ()

virtual IntegrationRule *	giveIntegrationRule (int i)

std::vector< std::unique_ptr< IntegrationRule > > &	giveIntegrationRulesArray ()

virtual int	testElementExtension (ElementExtension ext)
	Tests if the element implements required extension. More...

int	giveGlobalIPValue (FloatArray &answer, GaussPoint gp, InternalStateType type, TimeStep tStep)

virtual double	giveLengthInDir (const FloatArray &normalToCrackPlane)
	Default implementation returns length of element projection into specified direction. More...

virtual double	giveCharacteristicLength (const FloatArray &normalToCrackPlane)
	Returns the size of element in the given direction, in some cases adjusted (e.g. More...

double	giveCharacteristicLengthForPlaneElements (const FloatArray &normalToCrackPlane)
	Returns the size of element in the given direction if the direction is in the XY plane, otherwise gives the mean size defined as the square root of the element area. More...

double	giveCharacteristicLengthForAxisymmElements (const FloatArray &normalToCrackPlane)
	Returns the size of an axisymmetric element in the given direction if the direction is in the XY plane, otherwise gives the mean distance vrom the symmetry axis multiplied by pi. More...

virtual double	giveCharacteristicSize (GaussPoint *gp, FloatArray &normalToCrackPlane, ElementCharSizeMethod method)
	Returns characteristic element size for a given integration point and given direction. More...

virtual double	giveParentElSize () const
	Returns the size (length, area or volume depending on element type) of the parent element. More...

virtual bool	computeLocalCoordinates (FloatArray &answer, const FloatArray &gcoords)
	Computes the element local coordinates from given global coordinates. More...

virtual int	giveLocalCoordinateSystem (FloatMatrix &answer)
	Returns local coordinate system of receiver Required by material models with ortho- and anisotrophy. More...

virtual void	computeMidPlaneNormal (FloatArray &answer, const GaussPoint *gp)
	Computes mid-plane normal of receiver at integration point. More...

virtual int	adaptiveMap (Domain oldd, TimeStep tStep)
	Initializes the internal state variables stored in all IPs according to state in given domain. More...

virtual int	mapStateVariables (Domain &iOldDom, const TimeStep &iTStep)
	Maps the internal state variables stored in all IPs from the old domain to the new domain. More...

virtual int	adaptiveFinish (TimeStep *tStep)
	Finishes the mapping for given time step. More...

virtual void	updateLocalNumbering (EntityRenumberingFunctor &f)
	Local renumbering support. More...

template<class T >
void	ipEvaluator (T src, void(T::f)(GaussPoint *gp))
	Integration point evaluator, loops over receiver IP's and calls given function (passed as f parameter) on them. The IP is parameter to function f. More...

template<class T , class S >
void	ipEvaluator (T src, void(T::f)(GaussPoint *, S &), S &_val)
	Integration point evaluator, loops over receiver IP's and calls given function (passed as f parameter) on them. The IP is parameter to function f as well as additional array. More...

Public Member Functions inherited from oofem::FEMComponent
	FEMComponent (int n, Domain *d)
	Regular constructor, creates component with given number and belonging to given domain. More...

virtual	~FEMComponent ()
	Virtual destructor. More...

virtual const char *	giveInputRecordName () const =0

Domain *	giveDomain () const

virtual void	setDomain (Domain *d)
	Sets associated Domain. More...

int	giveNumber () const

void	setNumber (int num)
	Sets number of receiver. More...

virtual void	printYourself ()
	Prints receiver state on stdout. Useful for debugging. More...

std::string	errorInfo (const char *func) const
	Returns string for prepending output (used by error reporting macros). More...

Public Member Functions inherited from oofem::NodalAveragingRecoveryModelInterface
	NodalAveragingRecoveryModelInterface ()
	Constructor. More...

Public Member Functions inherited from oofem::Interface
	Interface ()
	Constructor. More...

virtual	~Interface ()

Public Member Functions inherited from oofem::LayeredCrossSectionInterface
	LayeredCrossSectionInterface ()

Public Member Functions inherited from oofem::VTKXMLExportModuleElementInterface
	VTKXMLExportModuleElementInterface ()

Public Member Functions inherited from oofem::ZZNodalRecoveryModelInterface
	ZZNodalRecoveryModelInterface (Element *element)
	Constructor. More...

virtual bool	ZZNodalRecoveryMI_computeNValProduct (FloatMatrix &answer, InternalStateType type, TimeStep *tStep)
	Computes the element contribution to $\int_\Omega N^{\mathrm{T}}\alpha\;\mathrm{d}\Omega$ , where $\alpha$ is quantity to be recovered (for example stress or strain vector). More...

virtual void	ZZNodalRecoveryMI_computeNNMatrix (FloatArray &answer, InternalStateType type)
	Computes the element contribution to $\int_\Omega N^{\mathrm{T}} \cdot N\;\mathrm{d}\Omega$ term. More...

Public Member Functions inherited from oofem::FailureModuleElementInterface
	FailureModuleElementInterface ()

Public Member Functions inherited from oofem::XfemElementInterface
std::string	errorInfo (const char *func) const

	XfemElementInterface (Element *e)
	Constructor. More...

virtual	~XfemElementInterface ()

	XfemElementInterface (const XfemElementInterface &src)=delete

XfemElementInterface &	operator= (const XfemElementInterface &src)=delete

void	XfemElementInterface_createEnrBmatrixAt (FloatMatrix &oAnswer, GaussPoint &iGP, Element &iEl)
	Creates enriched B-matrix. More...

void	XfemElementInterface_createEnrBHmatrixAt (FloatMatrix &oAnswer, GaussPoint &iGP, Element &iEl)
	Creates enriched BH-matrix. More...

void	ComputeBOrBHMatrix (FloatMatrix &oAnswer, GaussPoint &iGP, Element &iEl, bool iComputeBH, const FloatArray &iNaturalGpCoord)
	Help function for computation of B and BH. More...

void	XfemElementInterface_createEnrNmatrixAt (FloatMatrix &oAnswer, const FloatArray &iLocCoord, Element &iEl, bool iSetDiscontContribToZero)
	Creates enriched N-matrix. More...

void	XfemElementInterface_createEnrNmatrixAt (FloatMatrix &oAnswer, const FloatArray &iLocCoord, Element &iEl, const std::vector< int > &iLocNodeInd, bool iSetDiscontContribToZero)
	Creates enriched N-matrix for a chosen subset of element nodes. More...

int	XfemElementInterface_giveNumDofManEnrichments (const DofManager &iDMan, XfemManager &iXMan) const
	Computes total number of enrichments in a node. More...

virtual void	XfemElementInterface_partitionElement (std::vector< Triangle > &oTriangles, const std::vector< FloatArray > &iPoints)
	Partitions the element into patches by a triangulation. More...

virtual bool	XfemElementInterface_updateIntegrationRule ()
	Updates integration rule based on the triangulation. More...

virtual void	XfemElementInterface_prepareNodesForDelaunay (std::vector< std::vector< FloatArray > > &oPointPartitions, double &oCrackStartXi, double &oCrackEndXi, int iEnrItemIndex, bool &oIntersection)
	Returns an array of array of points. Each array of points defines the points of a subregion of the element. More...

virtual void	XfemElementInterface_prepareNodesForDelaunay (std::vector< std::vector< FloatArray > > &oPointPartitions, double &oCrackStartXi, double &oCrackEndXi, const Triangle &iTri, int iEnrItemIndex, bool &oIntersection)

void	putPointsInCorrectPartition (std::vector< std::vector< FloatArray > > &oPointPartitions, const std::vector< FloatArray > &iIntersecPoints, const std::vector< const FloatArray * > &iNodeCoord) const

void	partitionEdgeSegment (int iBndIndex, std::vector< Line > &oSegments, std::vector< FloatArray > &oIntersectionPoints, const double &iTangDistPadding=0.0)
	Partition a boundary segment to account for cracks cutting the boundary. More...

MaterialMode	giveMaterialMode ()

void	updateYourselfCZ (TimeStep *tStep)

void	computeDisplacementJump (GaussPoint &iGP, FloatArray &oJump, const FloatArray &iSolVec, const FloatMatrix &iNMatrix)

void	computeNCohesive (FloatMatrix &oN, GaussPoint &iGP, int iEnrItemIndex, const std::vector< int > &iTouchingEnrItemIndices)
	Compute N-matrix for cohesive zone. More...

Public Attributes
std::vector< std::unique_ptr< IntegrationRule > >	czIntegrationRulesArray

Public Attributes inherited from oofem::XfemElementInterface
Element *	element

std::vector< int >	mCZEnrItemIndices
	Index of enrichment items associated with cohesive zones. More...

std::vector< std::vector< int > >	mCZTouchingEnrItemIndices
	Indices of enrichment items that give cohesive zone contributions to a given GP, even though the GP is not located on any of these enrichment items. More...

bool	mUsePlaneStrain
	Flag that tells if plane stress or plane strain is assumed. More...

std::vector< std::unique_ptr< IntegrationRule > >	mpCZIntegrationRules

std::vector< std::unique_ptr< IntegrationRule > >	mpCZExtraIntegrationRules

std::vector< std::unique_ptr< IntegrationRule > >	mpCZIntegrationRules_tmp

std::vector< std::unique_ptr< IntegrationRule > >	mpCZExtraIntegrationRules_tmp

std::vector< std::unique_ptr< IntegrationRule > >	mIntRule_tmp

Protected Member Functions
virtual void	updateYourself (TimeStep *tStep)
	Updates element state after equilibrium in time step has been reached. More...

virtual void	postInitialize ()
	Performs post initialization steps. More...

void	computeOrderingArray (IntArray &orderingArray, IntArray &activeDofsArray, EnrichmentItem *ei)

virtual void	evalCovarBaseVectorsAt (const FloatArray &lCoords, FloatMatrix &gcon, FloatArray &solVec, TimeStep *tStep)

void	discGiveInitialSolutionVector (FloatArray &answer, IntArray &eiDofIdArray)

void	computeDiscGeneralizedStrainVector (FloatArray &dGenEps, const FloatArray &lCoords, EnrichmentItem ei, TimeStep tStep)

void	computeDiscSolutionVector (IntArray &dofIdArray, TimeStep *tStep, FloatArray &solVecD)

void	computeInterfaceJumpAt (int interf, FloatArray &lCoords, TimeStep *tStep, FloatArray &answer)

void	giveInternalForcesVector (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord)
	Evaluates nodal representation of real internal forces. More...

void	discComputeSectionalForces (FloatArray &answer, TimeStep tStep, FloatArray &solVec, FloatArray &solVecD, EnrichmentItem ei)

void	computeSectionalForcesAt (FloatArray &sectionalForces, IntegrationPoint ip, Material mat, TimeStep *tStep, FloatArray &genEps, double zeta)

double	evaluateLevelSet (const FloatArray &lCoords, EnrichmentItem *ei)

double	evaluateHeavisideXi (double xi, ShellCrack *ei)

double	evaluateHeavisideXi (double xi, Delamination *ei)

double	evaluateCutHeaviside (const double xi, const double xiBottom, const double xiTop) const

void	computeCohesiveForces (FloatArray &answer, TimeStep tStep, FloatArray &solVec, FloatArray &solVecD, EnrichmentItem ei, EnrichmentItem *coupledToEi)

void	computeLambdaGMatricesDis (FloatMatrix lambdaD[3], double zeta)

void	computeLambdaNMatrixDis (FloatMatrix &lambda_xd, double zeta)

virtual void	OLDcomputeStiffnessMatrix (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)

virtual void	computeStiffnessMatrix (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)
	Computes the stiffness matrix of receiver. More...

virtual void	discComputeBulkTangentMatrix (FloatMatrix &KdIJ, IntegrationPoint ip, EnrichmentItem eiI, EnrichmentItem eiJ, int layer, FloatMatrix A[3][3], TimeStep tStep)

virtual void	discComputeStiffness (FloatMatrix &LCC, FloatMatrix &LDD, FloatMatrix &LDC, IntegrationPoint ip, int layer, FloatMatrix A[3][3], TimeStep tStep)

double	EvaluateEnrFuncInDofMan (int dofManNum, EnrichmentItem *ei)

void	computeEnrichedBmatrixAt (const FloatArray &lCoords, FloatMatrix &answer, EnrichmentItem *ei)

void	computeEnrichedNmatrixAt (const FloatArray &lCoords, FloatMatrix &answer, EnrichmentItem *ei)

void	computeCohesiveNmatrixAt (const FloatArray &lCoords, FloatMatrix &answer, EnrichmentItem *ei)

virtual void	edgeGiveUpdatedSolutionVector (FloatArray &answer, const int iedge, TimeStep *tStep)

void	edgeEvalEnrCovarBaseVectorsAt (const FloatArray &lCoords, const int iedge, FloatMatrix &gcov, TimeStep tStep, EnrichmentItem ei)

void	computeCohesiveTangent (FloatMatrix &answer, TimeStep *tStep)

void	computeCohesiveTangentAt (FloatMatrix &answer, TimeStep tStep, Delamination dei, EnrichmentItem ei_j, EnrichmentItem ei_k)

void	edgeComputeEnrichedNmatrixAt (const FloatArray &lCoords, FloatMatrix &answer, EnrichmentItem *ei, const int edge)

void	edgeComputeEnrichedBmatrixAt (const FloatArray &lCoords, FloatMatrix &answer, EnrichmentItem *ei, const int edge)

void	computePressureTangentMatrixDis (FloatMatrix &KCC, FloatMatrix &KCD, FloatMatrix &KDD, IntegrationPoint ip, Load load, const int iSurf, TimeStep *tStep)

void	computeBoundaryEdgeLoadVector (FloatArray &answer, BoundaryLoad load, int boundary, CharType type, ValueModeType mode, TimeStep tStep, bool global)
	Computes the contribution of the given load at the given boundary edge. More...

virtual void	giveBoundaryLocationArray (IntArray &locationArray, const IntArray &bNodes, const UnknownNumberingScheme &s, IntArray *dofIdArray)
	Returns the location array for the boundary of the element. More...

void	computeEnrTractionForce (FloatArray &answer, const int iedge, BoundaryLoad edgeLoad, TimeStep tStep, ValueModeType mode, EnrichmentItem *ei)

void	computeMassMatrixNum (FloatMatrix &answer, TimeStep *tStep)

virtual void	giveCompositeExportData (std::vector< VTKPiece > &vtkPieces, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep)

virtual void	giveCompositeExportData (VTKPiece &vtkPiece, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep)

virtual void	giveShellExportData (VTKPiece &vtkPiece, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep)

virtual void	giveCZExportData (VTKPiece &vtkPiece, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep)

virtual void	vtkEvalUpdatedGlobalCoordinateAt (const FloatArray &localCoords, int layer, FloatArray &globalCoords, TimeStep *tStep)

void	giveDisUnknownsAt (const FloatArray &lCoords, EnrichmentItem ei, FloatArray &solVec, FloatArray &x, FloatArray &m, double &gam, TimeStep tStep)

void	computeFailureCriteriaQuantities (FailureCriteriaStatus fc, TimeStep tStep)

void	giveFictiousNodeCoordsForExport (std::vector< FloatArray > &nodes, int layer, int subCell)

void	giveFictiousCZNodeCoordsForExport (std::vector< FloatArray > &nodes, int layer, int subCell)

void	giveFictiousUpdatedNodeCoordsForExport (std::vector< FloatArray > &nodes, int layer, TimeStep *tStep, int subCell)

void	giveFictiousUpdatedCZNodeCoordsForExport (std::vector< FloatArray > &nodes, int layer, TimeStep *tStep, int subCell)

void	giveLocalNodeCoordsForExport (FloatArray &nodeLocalXi1Coords, FloatArray &nodeLocalXi2Coords, FloatArray &nodeLocalXi3Coords, int subCell, int layer, FloatMatrix &localNodeCoords)

void	giveLocalCZNodeCoordsForExport (FloatArray &nodeLocalXi1Coords, FloatArray &nodeLocalXi2Coords, FloatArray &nodeLocalXi3Coords, int subCell, FloatMatrix &localNodeCoords)

void	mapXi3FromLocalToShell (FloatArray &answer, FloatArray &local, int layer)

void	recoverValuesFromCZIP (std::vector< FloatArray > &recoveredValues, int interfce, InternalStateType type, TimeStep *tStep)

void	computeTripleProduct (FloatMatrix &answer, const FloatMatrix &a, const FloatMatrix &b, const FloatMatrix &c)

void	recoverShearStress (TimeStep *tStep)

Protected Member Functions inherited from oofem::Shell7Base
virtual const IntArray &	giveOrderingDofTypes () const =0

virtual const IntArray &	giveOrderingNodes () const =0

virtual const IntArray &	giveOrderingEdgeNodes () const =0

FloatArray &	giveInitialNodeDirector (int i)

FloatArray &	giveInitialSolutionVector ()

FloatArray &	giveInitialEdgeSolutionVector (int i)

virtual void	computeGaussPoints ()=0
	Initializes the array of integration rules member variable. More...

virtual double	computeVolumeAroundLayer (GaussPoint *mastergp, int layer)=0

virtual double	computeAreaAround (GaussPoint *gp, double xi)=0

virtual void	giveSurfaceDofMapping (IntArray &answer, int iSurf) const =0
	Assembles surface dof mapping mask, which provides mapping between surface local DOFs and "global" element DOFs. More...

virtual void	giveEdgeDofMapping (IntArray &answer, int iEdge) const =0
	Assembles edge dof mapping mask, which provides mapping between edge local DOFs and "global" element DOFs. More...

virtual double	edgeComputeLengthAround (GaussPoint *gp, const int iedge)

virtual void	setupInitialNodeDirectors ()

void	evalInitialDirectorAt (const FloatArray &lCoords, FloatArray &answer)

void	evalInitialContravarBaseVectorsAt (const FloatArray &lCoords, FloatMatrix &Gcon)

virtual void	evalCovarNormalAt (FloatArray &nCov, const FloatArray &lCoords, FloatArray &genEpsC, TimeStep *tStep)

virtual void	evalInitialCovarNormalAt (FloatArray &nCov, const FloatArray &lCoords)

void	edgeEvalInitialDirectorAt (const FloatArray &lCoords, FloatArray &answer, const int iEdge)

void	edgeEvalInitialCovarBaseVectorsAt (const FloatArray &lCoords, const int iedge, FloatArray &G1, FloatArray &G3)

void	edgeEvalCovarBaseVectorsAt (const FloatArray &lCoords, const int iedge, FloatMatrix &gcov, TimeStep *tStep)

virtual double	giveGlobalZcoord (const FloatArray &lCoords)

virtual double	giveGlobalZcoordInLayer (double xi, int layer)

FloatMatrix	giveAxialMatrix (const FloatArray &vec)

void	computeFAt (const FloatArray &lCoords, FloatMatrix &answer, FloatArray &genEps, TimeStep *tStep)

void	computeStressMatrix (FloatMatrix &answer, FloatArray &genEps, GaussPoint gp, Material mat, TimeStep *tStep)

virtual void	computeCauchyStressVector (FloatArray &answer, GaussPoint gp, TimeStep tStep)

virtual void	computeLumpedMassMatrix (FloatMatrix &answer, TimeStep *tStep)
	Computes lumped mass matrix of receiver. More...

virtual void	computeMassMatrix (FloatMatrix &answer, TimeStep *tStep)
	Computes mass matrix of receiver. More...

virtual void	giveMassFactorsAt (GaussPoint *gp, FloatArray &answer, double &gam)

void	computeConvectiveMassForce (FloatArray &answer, TimeStep *tStep)

void	computeThicknessMappingCoeff (GaussPoint *gp, FloatArray &answer)

virtual void	computeBulkTangentMatrix (FloatMatrix &answer, FloatArray &solVec, TimeStep *tStep)

void	computeLinearizedStiffness (GaussPoint gp, StructuralMaterial mat, TimeStep *tStep, FloatMatrix A[3][3])

void	computePressureTangentMatrix (FloatMatrix &answer, Load load, const int iSurf, TimeStep tStep)

void	computeLambdaGMatrices (FloatMatrix lambda[3], FloatArray &genEps, double zeta)

void	computeLambdaNMatrix (FloatMatrix &lambda, FloatArray &genEps, double zeta)

void	computeSectionalForces (FloatArray &answer, TimeStep *tStep, FloatArray &solVec, int useUpdatedGpRecord=0)

void	computeSectionalForcesAt (FloatArray &sectionalForces, IntegrationPoint ip, Material mat, TimeStep *tStep, FloatArray &genEpsC, double zeta)

virtual void	computeBodyLoadVectorAt (FloatArray &answer, Load forLoad, TimeStep tStep, ValueModeType mode)
	Computes the load vector due to body load acting on receiver, at given time step. More...

void	computePressureForce (FloatArray &answer, FloatArray solVec, const int iSurf, BoundaryLoad surfLoad, TimeStep tStep, ValueModeType mode)

void	computePressureForceAt (GaussPoint gp, FloatArray &answer, const int iSurf, FloatArray genEps, BoundaryLoad surfLoad, TimeStep *tStep, ValueModeType mode)

virtual void	computeTractionForce (FloatArray &answer, const int iedge, BoundaryLoad edgeLoad, TimeStep tStep, ValueModeType mode, bool map2elementDOFs=false)

void	computeVectorOfDofIDs (const IntArray &dofIdArray, ValueModeType u, TimeStep *tStep, FloatArray &answer)

void	temp_computeBoundaryVectorOf (IntArray &dofIdArray, int boundary, ValueModeType u, TimeStep *tStep, FloatArray &answer)

void	setupInitialSolutionVector ()

void	setupInitialEdgeSolutionVector ()

void	giveUpdatedSolutionVector (FloatArray &answer, TimeStep *tStep)

void	giveUnknownsAt (const FloatArray &lcoords, FloatArray &solVec, FloatArray &x, FloatArray &m, double &gam, TimeStep *tStep)

virtual void	NodalAveragingRecoveryMI_computeNodalValue (FloatArray &answer, int node, InternalStateType type, TimeStep *tStep)
	Computes the element value in given node. More...

virtual void	NodalAveragingRecoveryMI_computeSideValue (FloatArray &answer, int side, InternalStateType type, TimeStep *tStep)

virtual void	ZZNodalRecoveryMI_ComputeEstimatedInterpolationMtrx (FloatArray &answer, GaussPoint *gp, InternalStateType type)

void	NodalRecoveryMI_computeNValProduct (FloatMatrix &answer, int layer, InternalStateType type, TimeStep *tStep)

void	NodalRecoveryMI_computeNNMatrix (FloatArray &answer, int layer, InternalStateType type)

void	NodalRecoveryMI_recoverValues (std::vector< FloatArray > &recoveredValues, int layer, InternalStateType type, TimeStep *tStep)

virtual void	vtkEvalInitialGlobalCoordinateAt (const FloatArray &localCoords, int layer, FloatArray &globalCoords)

virtual void	vtkEvalInitialGlobalCZCoordinateAt (const FloatArray &localCoords, int interface, FloatArray &globalCoords)

void	giveFictiousNodeCoordsForExport (std::vector< FloatArray > &nodes, int layer)

void	giveFictiousCZNodeCoordsForExport (std::vector< FloatArray > &nodes, int interface)

void	giveFictiousUpdatedNodeCoordsForExport (std::vector< FloatArray > &nodes, int layer, TimeStep *tStep)

void	giveTractionBC (FloatMatrix &tractionTop, FloatMatrix &tractionBtm, TimeStep *tStep)

void	recoverValuesFromIP (std::vector< FloatArray > &nodes, int layer, InternalStateType type, TimeStep *tStep, stressRecoveryType SRtype=copyIPvalue)

void	CopyIPvaluesToNodes (std::vector< FloatArray > &recoveredValues, int layer, InternalStateType type, TimeStep *tStep)

void	nodalLeastSquareFitFromIP (std::vector< FloatArray > &recoveredValues, int layer, InternalStateType type, TimeStep *tStep)

void	giveLayerContributionToSR (FloatMatrix &dSmat, FloatMatrix &dSmatLayerIP, int layer, double zeroThicknessLevel, TimeStep *tStep)

void	fitRecoveredStress2BC (std::vector< FloatMatrix > &answer1, std::vector< FloatMatrix > &answer2, std::vector< FloatMatrix > &dSmat, std::vector< FloatMatrix > &dSmatIP, FloatMatrix &SmatOld, FloatMatrix &tractionBtm, FloatMatrix &tractionTop, double zeroThicknessLevel, FloatArray fulfillBC, int startLayer, int endLayer)

void	updateLayerTransvStressesSR (FloatMatrix &dSmatLayerIP, int layer)

void	updateLayerTransvShearStressesSR (FloatMatrix &dSmatLayerIP, FloatMatrix &SmatOld, int layer)

void	updateLayerTransvNormalStressSR (FloatMatrix &dSzzMatLayerIP, FloatArray &SzzMatOld, int layer)

void	giveZintegratedPolynomialGradientForStressRecAt (FloatArray &answer, FloatArray &coords)

void	giveZ2integratedPolynomial2GradientForStressRecAt (FloatArray &answer, FloatArray &coords)

void	giveL2contribution (FloatMatrix &ipValues, FloatMatrix &Nbar, int layer, InternalStateType type, TimeStep *tStep)

void	giveSPRcontribution (FloatMatrix &eltIPvalues, FloatMatrix &eltPolynomialValues, int layer, InternalStateType type, TimeStep *tStep)

virtual void	computeBmatrixAt (GaussPoint *gp, FloatMatrix &answer, int li=1, int ui=ALL_STRAINS)
	Computes the geometrical matrix of receiver in given integration point. More...

virtual void	computeBmatrixAt (const FloatArray &lCoords, FloatMatrix &answer, int li=1, int ui=ALL_STRAINS)

virtual void	computeNmatrixAt (const FloatArray &iLocCoords, FloatMatrix &answer)
	Computes interpolation matrix for element unknowns. More...

virtual void	edgeComputeNmatrixAt (const FloatArray &lCoords, FloatMatrix &answer)

virtual void	computeStrainVectorInLayer (FloatArray &answer, const FloatArray &masterGpStrain, GaussPoint masterGp, GaussPoint slaveGp, TimeStep *tStep)
	Computes full 3D strain vector in element layer. More...

virtual void	edgeComputeBmatrixAt (const FloatArray &lCoords, FloatMatrix &answer, int li=1, int ui=ALL_STRAINS)

FloatArray	convV6ToV9Stress (const FloatArray &V6)

virtual int	giveIPValue (FloatArray &answer, GaussPoint gp, InternalStateType type, TimeStep tStep)
	Returns the integration point corresponding value in full form. More...

void	computeInterLaminarStressesAt (int interfaceNum, TimeStep *tStep, std::vector< FloatArray > &interLamStresses)

virtual void	evaluateFailureCriteriaQuantities (FailureCriteriaStatus fc, TimeStep tStep)

int	giveSymVoigtIndex (int ind1, int ind2)

int	giveVoigtIndex (int ind1, int ind2)

Protected Member Functions inherited from oofem::NLStructuralElement
virtual void	computeBHmatrixAt (GaussPoint *gp, FloatMatrix &answer)
	Computes a matrix which, multiplied by the column matrix of nodal displacements, gives the displacement gradient stored by columns. More...

Protected Member Functions inherited from oofem::StructuralElement
virtual int	giveNumberOfIPForMassMtrxIntegration ()
	Return desired number of integration points for consistent mass matrix computation, if required. More...

void	condense (FloatMatrix stiff, FloatMatrix mass, FloatArray load, IntArray what)
	General service for condensation of stiffness and optionally load vector and mass or initial stress matrices of receiver. More...

virtual void	setupIRForMassMtrxIntegration (IntegrationRule &iRule)
	Setup Integration Rule Gauss Points for Mass Matrix integration. More...

virtual void	computePointLoadVectorAt (FloatArray &answer, Load load, TimeStep tStep, ValueModeType mode, bool global=true)
	Computes point load vector contribution of receiver for given load (should has BoundaryLoad Base). More...

virtual IntegrationRule *	GetSurfaceIntegrationRule (int order)

virtual double	computeEdgeVolumeAround (GaussPoint *gp, int iEdge)
	Computes volume related to integration point on local edge. More...

virtual double	computeSurfaceVolumeAround (GaussPoint *gp, int iSurf)
	Computes volume related to integration point on local surface. More...

virtual int	computeLoadGToLRotationMtrx (FloatMatrix &answer)
	Returns transformation matrix from global coordinate system to local element coordinate system for element load vector components. More...

virtual int	computeLoadLEToLRotationMatrix (FloatMatrix &answer, int iEdge, GaussPoint *gp)
	Returns transformation matrix from local edge c.s to element local coordinate system of load vector components. More...

virtual int	computeLoadLSToLRotationMatrix (FloatMatrix &answer, int iSurf, GaussPoint *gp)
	Returns transformation matrix from local surface c.s to element local coordinate system of load vector components. More...

Protected Attributes
XfemManager *	xMan

IntArray	DelaminatedInterfaceList

std::vector< Triangle >	allTri

std::vector< std::vector< Triangle > >	crackSubdivisions

IntArray	numSubDivisionsArray

FEI3dTrQuad	interpolationForCZExport

FEI3dWedgeQuad	interpolationForExport

std::vector< IntArray >	orderingArrays

std::vector< IntArray >	activeDofsArrays

Protected Attributes inherited from oofem::Shell7Base
bool	recoverStress

LayeredCrossSection *	layeredCS

FEInterpolation3d *	fei

std::vector< FloatArray >	initialNodeDirectors

FloatArray	initialSolutionVector

std::vector< FloatArray >	initialEdgeSolutionVectors

int	numInPlaneIP

std::vector< std::vector< int > >	voigtIndices

Protected Attributes inherited from oofem::NLStructuralElement
int	nlGeometry
	Flag indicating if geometrical nonlinearities apply. More...

Protected Attributes inherited from oofem::StructuralElement
std::unique_ptr< FloatArray >	initialDisplacements
	Initial displacement vector, describes the initial nodal displacements when element has been casted. More...

Protected Attributes inherited from oofem::Element
int	numberOfDofMans
	Number of dofmanagers. More...

IntArray	dofManArray
	Array containing dofmanager numbers. More...

int	material
	Number of associated material. More...

int	crossSection
	Number of associated cross section. More...

IntArray	bodyLoadArray
	Array containing indexes of loads (body loads and boundary loads are kept separately), that apply on receiver. More...

IntArray	boundaryLoadArray

std::vector< std::unique_ptr< IntegrationRule > >	integrationRulesArray
	List of integration rules of receiver (each integration rule contains associated integration points also). More...

FloatMatrix	elemLocalCS
	Transformation material matrix, used in orthotropic and anisotropic materials, global->local transformation. More...

int	activityTimeFunction
	Element activity time function. If defined, nonzero value indicates active receiver, zero value inactive element. More...

int	globalNumber
	In parallel mode, globalNumber contains globally unique DoFManager number. More...

int	numberOfGaussPoints
	Number of integration points as specified by nip. More...

elementParallelMode	parallel_mode
	Determines the parallel mode of the element. More...

IntArray	partitions
	List of partition sharing the shared element or remote partition containing remote element counterpart. More...

Protected Attributes inherited from oofem::FEMComponent
int	number
	Component number. More...

Domain *	domain
	Link to domain object, useful for communicating with other FEM components. More...

Private Member Functions
void	jump (FloatMatrix lambda, FloatArray deltaUnknowns)

Additional Inherited Members
Static Public Member Functions inherited from oofem::Shell7Base
static void	giveGeneralizedStrainComponents (FloatArray genEps, FloatArray &dphidxi1, FloatArray &dphidxi2, FloatArray &dmdxi1, FloatArray &dmdxi2, FloatArray &m, double &dgamdxi1, double &dgamdxi2, double &gam)

static void	giveDualBase (FloatMatrix &base1, FloatMatrix &base2)

Protected Types inherited from oofem::Shell7Base
enum	stressRecoveryType { copyIPvalue, LSfit, L2fit }

Static Protected Attributes inherited from oofem::Shell7Base
static FEI3dTrQuad	interpolationForCZExport

static FEI3dWedgeQuad	interpolationForExport

Detailed Description

Definition at line 62 of file shell7basexfem.h.

Constructor & Destructor Documentation

oofem::Shell7BaseXFEM::Shell7BaseXFEM	(	int	n,
		Domain *	d
	)

Definition at line 59 of file shell7basexfem.C.

oofem::Shell7BaseXFEM::~Shell7BaseXFEM ( )

virtual

Definition at line 63 of file shell7basexfem.C.

Member Function Documentation

int oofem::Shell7BaseXFEM::checkConsistency ( )

virtual

Performs consistency check.

This method is called at startup for all elements in particular domain. This method is intended to check data compatibility. Particular element types should test if compatible material and crossSection both with required capabilities are specified. Derived classes should provide their own analysis specific tests. Some printed input if incompatibility is found should be provided (error or warning member functions). Method can be also used to initialize some variables, since this is invoked after all domain components are instanciated.

Returns: Zero value if check fail, otherwise nonzero.

Reimplemented from oofem::Shell7Base.

Definition at line 69 of file shell7basexfem.C.

References oofem::Shell7Base::checkConsistency().

void oofem::Shell7BaseXFEM::computeBoundaryEdgeLoadVector	(	FloatArray &	answer,
		BoundaryLoad *	load,
		int	edge,
		CharType	type,
		ValueModeType	mode,
		TimeStep *	tStep,
		bool	global
	)

protectedvirtual

Computes the contribution of the given load at the given boundary edge.

In general, the answer should include only relevant DOFs at the edge. The related is giveBoundaryLocationArray method, which should return corresponding code numbers..

Note: Elements which do not have an contribution should resize the vector to be empty.

Parameters

answer	Requested contribution of load (in Global c.s.).
load	Load to compute contribution from.
edge	Edge number.
type	Type of the contribution.
mode	Determines mode of answer.
tStep	Time step when answer is computed.
global	if true (default) then contribution is in global c.s., when false then contribution is in element local c.s.

Todo:: Add support for load defined over certain area

Todo:: Change the load type to "BoundaryEdgeLoad" maybe?

Reimplemented from oofem::Shell7Base.

Definition at line 1517 of file shell7basexfem.C.

References oofem::FloatArray::assemble(), oofem::FloatArray::at(), oofem::FloatArray::beSubArrayOf(), oofem::FloatArray::clear(), computeEnrTractionForce(), oofem::Shell7Base::computeNumberOfDofs(), computeOrderingArray(), oofem::Shell7Base::computeTractionForce(), oofem::BoundaryLoad::computeValueAt(), oofem::XfemManager::giveEnrichmentItem(), oofem::XfemManager::giveNumberOfEnrichmentItems(), oofem::EnrichmentItem::isElementEnriched(), OOFEM_ERROR, oofem::FloatArray::resize(), xMan, and oofem::FloatArray::zero().

void oofem::Shell7BaseXFEM::computeCohesiveForces	(	FloatArray &	answer,
		TimeStep *	tStep,
		FloatArray &	solVec,
		FloatArray &	solVecD,
		EnrichmentItem *	ei,
		EnrichmentItem *	coupledToEi
	)

protected

Definition at line 620 of file shell7basexfem.C.

References oofem::FloatArray::add(), oofem::FloatArray::assemble(), oofem::FloatArray::at(), oofem::FloatArray::beProductOf(), oofem::FloatArray::beTProductOf(), oofem::Shell7Base::computeAreaAround(), oofem::Shell7Base::computeBmatrixAt(), computeCohesiveNmatrixAt(), oofem::Shell7Base::computeFAt(), oofem::LayeredCrossSection::computeIntegralThick(), computeInterfaceJumpAt(), computeLambdaNMatrixDis(), czIntegrationRulesArray, oofem::Shell7Base::evalInitialCovarNormalAt(), oofem::Delamination::giveDelamInterfaceNum(), oofem::Delamination::giveDelamXiCoord(), oofem::StructuralInterfaceMaterial::giveFirstPKTraction_3d(), oofem::LayeredCrossSection::giveInterfaceMaterial(), oofem::Shell7Base::giveNumberOfDofs(), oofem::Shell7Base::giveOrderingDofTypes(), jump(), oofem::Shell7Base::layeredCS, oofem::FloatArray::resize(), oofem::FloatArray::rotatedWith(), oofem::FloatMatrix::rotatedWith(), and oofem::FloatArray::zero().

Referenced by giveInternalForcesVector().

void oofem::Shell7BaseXFEM::computeCohesiveNmatrixAt	(	const FloatArray &	lCoords,
		FloatMatrix &	answer,
		EnrichmentItem *	ei
	)

protected

Definition at line 812 of file shell7basexfem.C.

References oofem::FloatArray::at(), computeEnrichedNmatrixAt(), and oofem::FloatMatrix::subtract().

Referenced by computeCohesiveForces(), and computeCohesiveTangentAt().

void oofem::Shell7BaseXFEM::computeCohesiveTangent	(	FloatMatrix &	answer,
		TimeStep *	tStep
	)

protected

Definition at line 700 of file shell7basexfem.C.

References activeDofsArrays, oofem::FloatMatrix::assemble(), oofem::FloatMatrix::beSubMatrixOf(), oofem::FloatMatrix::beTranspositionOf(), computeCohesiveTangentAt(), oofem::XfemManager::giveEnrichmentItem(), oofem::FEMComponent::giveNumber(), giveNumberOfDofs(), oofem::XfemManager::giveNumberOfEnrichmentItems(), hasCohesiveZone(), oofem::EnrichmentItem::isElementEnriched(), orderingArrays, oofem::FloatMatrix::resize(), xMan, and oofem::FloatMatrix::zero().

Referenced by computeStiffnessMatrix(), and OLDcomputeStiffnessMatrix().

void oofem::Shell7BaseXFEM::computeCohesiveTangentAt	(	FloatMatrix &	answer,
		TimeStep *	tStep,
		Delamination *	dei,
		EnrichmentItem *	ei_j,
		EnrichmentItem *	ei_k
	)

protected

Todo:: Use N*lambda and then apply plusProductUnsym instead;

Definition at line 756 of file shell7basexfem.C.

References oofem::FloatMatrix::add(), oofem::FloatMatrix::assemble(), oofem::FloatMatrix::beLocalCoordSys(), oofem::Shell7Base::computeAreaAround(), computeCohesiveNmatrixAt(), computeLambdaNMatrixDis(), computeTripleProduct(), czIntegrationRulesArray, oofem::Shell7Base::evalInitialCovarNormalAt(), oofem::StructuralInterfaceMaterial::give3dStiffnessMatrix_dTdj(), oofem::Delamination::giveDelamInterfaceNum(), oofem::Delamination::giveDelamXiCoord(), oofem::Shell7Base::giveGlobalZcoord(), oofem::LayeredCrossSection::giveInterfaceMaterial(), oofem::Shell7Base::giveNumberOfDofs(), oofem::Shell7Base::giveOrderingDofTypes(), oofem::Shell7Base::layeredCS, oofem::FloatMatrix::resize(), oofem::FloatMatrix::rotatedWith(), and oofem::FloatMatrix::zero().

Referenced by computeCohesiveTangent().

void oofem::Shell7BaseXFEM::computeDiscGeneralizedStrainVector	(	FloatArray &	dGenEps,
		const FloatArray &	lCoords,
		EnrichmentItem *	ei,
		TimeStep *	tStep
	)

protected

Definition at line 252 of file shell7basexfem.C.

References oofem::FloatArray::beProductOf(), computeDiscSolutionVector(), computeEnrichedBmatrixAt(), and oofem::EnrichmentItem::giveEIDofIdArray().

Referenced by evalCovarBaseVectorsAt().

void oofem::Shell7BaseXFEM::computeDiscSolutionVector	(	IntArray &	dofIdArray,
		TimeStep *	tStep,
		FloatArray &	solVecD
	)

protected

Definition at line 265 of file shell7basexfem.C.

References oofem::FloatArray::assemble(), oofem::Element::computeVectorOf(), oofem::IntArray::followedBy(), oofem::Shell7Base::giveOrderingNodes(), oofem::FloatArray::giveSize(), oofem::FloatArray::resize(), and oofem::FloatArray::zero().

Referenced by computeDiscGeneralizedStrainVector(), giveInternalForcesVector(), and vtkEvalUpdatedGlobalCoordinateAt().

void oofem::Shell7BaseXFEM::computeEnrichedBmatrixAt	(	const FloatArray &	lCoords,
		FloatMatrix &	answer,
		EnrichmentItem *	ei
	)

protected

Definition at line 1799 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::Shell7Base::computeBmatrixAt(), oofem::FEInterpolation::evaldNdxi(), oofem::FEInterpolation::evalN(), oofem::EnrichmentItem::evaluateEnrFuncAt(), EvaluateEnrFuncInDofMan(), evaluateHeavisideXi(), oofem::Shell7Base::fei, oofem::Element::giveDofManager(), oofem::Element::giveDofManArray(), oofem::DofManager::giveGlobalNumber(), oofem::Element::giveNumberOfDofManagers(), oofem::Shell7Base::giveNumberOfDofs(), oofem::EnrichmentItem::isDofManEnriched(), oofem::FEInterpolation::local2global(), N, oofem::FloatMatrix::resize(), oofem::FloatArray::resizeWithValues(), oofem::FloatMatrix::times(), and oofem::FloatMatrix::zero().

Referenced by computeDiscGeneralizedStrainVector(), computeStiffnessMatrix(), discComputeBulkTangentMatrix(), discComputeSectionalForces(), giveFailedInterfaceNumber(), giveRecoveredTransverseInterfaceStress(), OLDcomputeStiffnessMatrix(), and recoverShearStress().

void oofem::Shell7BaseXFEM::computeEnrichedNmatrixAt	(	const FloatArray &	lCoords,
		FloatMatrix &	answer,
		EnrichmentItem *	ei
	)

protected

void oofem::Shell7BaseXFEM::computeEnrTractionForce	(	FloatArray &	answer,
		const int	iedge,
		BoundaryLoad *	edgeLoad,
		TimeStep *	tStep,
		ValueModeType	mode,
		EnrichmentItem *	ei
	)

protected

Definition at line 1568 of file shell7basexfem.C.

References oofem::FloatArray::add(), oofem::FloatArray::assemble(), oofem::FloatArray::at(), oofem::FloatArray::beTProductOf(), oofem::FloatMatrix::beTranspositionOf(), computeEnrichedNmatrixAt(), oofem::BoundaryLoad::computeValueAt(), oofem::Load::CST_Global, oofem::Load::CST_UpdatedGlobal, edgeComputeEnrichedNmatrixAt(), oofem::Shell7Base::edgeComputeLengthAround(), edgeEvalEnrCovarBaseVectorsAt(), oofem::FEInterpolation3d::edgeLocal2global(), oofem::Shell7Base::fei, oofem::IntegrationRule::getIntegrationPoint(), oofem::BoundaryLoad::giveApproxOrder(), oofem::BoundaryLoad::giveCoordSystMode(), oofem::Shell7Base::giveEdgeDofMapping(), oofem::Element::giveInterpolation(), oofem::FEInterpolation::giveInterpolationOrder(), oofem::GaussPoint::giveNaturalCoordinates(), oofem::Shell7Base::giveNumberOfDofs(), oofem::IntegrationRule::giveNumberOfIntegrationPoints(), oofem::Shell7Base::giveOrderingDofTypes(), oofem::FloatArray::giveSize(), oofem::FEInterpolation::global2local(), N, oofem::Element::numberOfGaussPoints, OOFEM_ERROR, oofem::FloatArray::plusProduct(), oofem::FloatArray::printYourself(), oofem::FloatArray::resize(), oofem::GaussIntegrationRule::SetUpPointsOnLine(), and oofem::FloatArray::zero().

Referenced by computeBoundaryEdgeLoadVector(), and giveBoundaryLocationArray().

void oofem::Shell7BaseXFEM::computeFailureCriteriaQuantities	(	FailureCriteriaStatus *	fc,
		TimeStep *	tStep
	)

protectedvirtual

Todo:: Ugly code and not tested in a while so probably broken

Reimplemented from oofem::FailureModuleElementInterface.

Definition at line 97 of file shell7basexfem.C.

References oofem::IntArray::at(), oofem::FailureCriteriaStatus::el, oofem::Domain::giveConnectivityTable(), oofem::FEMComponent::giveDomain(), oofem::Domain::giveElement(), oofem::ConnectivityTable::giveElementNeighbourList(), giveMaxCZDamages(), oofem::FEMComponent::giveNumber(), oofem::LayeredCrossSection::giveNumberOfLayers(), oofem::IntArray::giveSize(), oofem::Shell7Base::layeredCS, and oofem::FailureCriteriaStatus::quantities.

void oofem::Shell7BaseXFEM::computeInterfaceJumpAt	(	int	interf,
		FloatArray &	lCoords,
		TimeStep *	tStep,
		FloatArray &	answer
	)

protected

Definition at line 278 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::FloatArray::subtract(), and vtkEvalUpdatedGlobalCoordinateAt().

Referenced by computeCohesiveForces(), giveRecoveredTransverseInterfaceStress(), and recoverShearStress().

void oofem::Shell7BaseXFEM::computeLambdaGMatricesDis	(	FloatMatrix	lambdaD[3],
		double	zeta
	)

protected

Definition at line 1282 of file shell7basexfem.C.

References oofem::FloatMatrix::at(), oofem::FloatMatrix::resize(), oofem::FloatMatrix::setSubMatrix(), oofem::FloatMatrix::times(), and oofem::FloatMatrix::zero().

Referenced by computePressureTangentMatrixDis(), computeSectionalForcesAt(), discComputeBulkTangentMatrix(), and discComputeStiffness().

void oofem::Shell7BaseXFEM::computeLambdaNMatrixDis	(	FloatMatrix &	lambda_xd,
		double	zeta
	)

protected

Definition at line 1308 of file shell7basexfem.C.

References oofem::FloatMatrix::at(), oofem::FloatMatrix::resize(), and oofem::FloatMatrix::zero().

Referenced by computeCohesiveForces(), computeCohesiveTangentAt(), and computePressureTangentMatrixDis().

void oofem::Shell7BaseXFEM::computeMassMatrixNum	(	FloatMatrix &	answer,
		TimeStep *	tStep
	)

protectedvirtual

Todo:: broken!

Reimplemented from oofem::Shell7Base.

Definition at line 1395 of file shell7basexfem.C.

References oofem::FloatMatrix::add(), oofem::FloatMatrix::assemble(), oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FloatMatrix::beTranspositionOf(), oofem::Shell7Base::computeNmatrixAt(), computeTripleProduct(), oofem::Shell7Base::computeVolumeAroundLayer(), oofem::FEMComponent::domain, oofem::FloatArray::dotProduct(), oofem::Material::give(), oofem::Element::giveCrossSection(), oofem::Shell7Base::giveGlobalZcoord(), oofem::LayeredCrossSection::giveLayerMaterial(), oofem::Domain::giveMaterial(), giveNumberOfDofs(), oofem::LayeredCrossSection::giveNumberOfLayers(), oofem::Shell7Base::giveUnknownsAt(), oofem::Shell7Base::giveUpdatedSolutionVector(), oofem::Element::integrationRulesArray, oofem::Shell7Base::layeredCS, N, oofem::FloatMatrix::resize(), oofem::FloatMatrix::symmetrized(), and oofem::FloatMatrix::zero().

Referenced by giveBoundaryLocationArray().

void oofem::Shell7BaseXFEM::computeOrderingArray	(	IntArray &	orderingArray,
		IntArray &	activeDofsArray,
		EnrichmentItem *	ei
	)

protected

void oofem::Shell7BaseXFEM::computePressureTangentMatrixDis	(	FloatMatrix &	KCC,
		FloatMatrix &	KCD,
		FloatMatrix &	KDD,
		IntegrationPoint *	ip,
		Load *	load,
		const int	iSurf,
		TimeStep *	tStep
	)

protected

Todo:: Fix 090814

Definition at line 1323 of file shell7basexfem.C.

References oofem::FloatMatrix::assemble(), oofem::FloatArray::at(), oofem::FloatArray::beColumnOf(), oofem::FloatArray::beProductOf(), oofem::FloatMatrix::beProductOf(), oofem::FloatMatrix::beTProductOf(), oofem::Shell7Base::computeBmatrixAt(), oofem::Shell7Base::computeLambdaGMatrices(), computeLambdaGMatricesDis(), oofem::Shell7Base::computeLambdaNMatrix(), computeLambdaNMatrixDis(), oofem::Shell7Base::computeNmatrixAt(), computeTripleProduct(), oofem::Load::computeValueAt(), evalCovarBaseVectorsAt(), oofem::Shell7Base::giveAxialMatrix(), oofem::Shell7Base::giveGlobalZcoord(), oofem::ConstantPressureLoad::giveLoadOffset(), oofem::GaussPoint::giveNaturalCoordinates(), oofem::Shell7Base::giveNumberOfDofs(), oofem::Shell7Base::giveOrderingDofTypes(), oofem::Shell7Base::giveUpdatedSolutionVector(), N, oofem::FloatMatrix::resize(), oofem::FloatMatrix::subtract(), oofem::FloatMatrix::times(), and oofem::FloatMatrix::zero().

Referenced by computeStiffnessMatrix(), and OLDcomputeStiffnessMatrix().

void oofem::Shell7BaseXFEM::computeSectionalForcesAt	(	FloatArray &	sectionalForces,
		IntegrationPoint *	ip,
		Material *	mat,
		TimeStep *	tStep,
		FloatArray &	genEps,
		double	zeta
	)

protected

Definition at line 465 of file shell7basexfem.C.

References oofem::FloatArray::beColumnOf(), oofem::FloatMatrix::beProductOf(), oofem::FloatArray::clear(), computeLambdaGMatricesDis(), oofem::Shell7Base::computeStressMatrix(), oofem::Shell7Base::evalInitialContravarBaseVectorsAt(), oofem::GaussPoint::giveNaturalCoordinates(), and oofem::FloatArray::plusProduct().

Referenced by discComputeSectionalForces().

void oofem::Shell7BaseXFEM::computeStiffnessMatrix	(	FloatMatrix &	answer,
		MatResponseMode	rMode,
		TimeStep *	tStep
	)

protectedvirtual

Computes the stiffness matrix of receiver.

The response is evaluated using $\int B_{\mathrm{H}}^{\mathrm{T}} D B_{\mathrm{H}} \;\mathrm{d}v$ , where $B_{\mathrm{H}}$ is the B-matrix which produces the displacement gradient vector $H_{\mathrm{V}}$ when multiplied with the solution vector a. Reduced integration are taken into account.

Parameters

answer	Computed stiffness matrix.
rMode	Response mode.
tStep	Time step.

Todo:: We probably need overloaded function (like above) here as well.

Todo:: We probably need overloaded function (like above) here as well.

Todo:: Verify that it works with large deformations

Reimplemented from oofem::Shell7Base.

Definition at line 832 of file shell7basexfem.C.

void oofem::Shell7BaseXFEM::computeTripleProduct	(	FloatMatrix &	answer,
		const FloatMatrix &	a,
		const FloatMatrix &	b,
		const FloatMatrix &	c
	)

protected

Definition at line 3008 of file shell7basexfem.C.

References oofem::FloatMatrix::beProductOf(), and oofem::FloatMatrix::beTProductOf().

Referenced by computeCohesiveTangentAt(), computeMassMatrixNum(), computePressureTangentMatrixDis(), and discComputeBulkTangentMatrix().

void oofem::Shell7BaseXFEM::discComputeBulkTangentMatrix	(	FloatMatrix &	KdIJ,
		IntegrationPoint *	ip,
		EnrichmentItem *	eiI,
		EnrichmentItem *	eiJ,
		int	layer,
		FloatMatrix	A[3][3],
		TimeStep *	tStep
	)

protectedvirtual

void oofem::Shell7BaseXFEM::discComputeSectionalForces	(	FloatArray &	answer,
		TimeStep *	tStep,
		FloatArray &	solVec,
		FloatArray &	solVecD,
		EnrichmentItem *	ei
	)

protected

void oofem::Shell7BaseXFEM::discComputeStiffness	(	FloatMatrix &	LCC,
		FloatMatrix &	LDD,
		FloatMatrix &	LDC,
		IntegrationPoint *	ip,
		int	layer,
		FloatMatrix	A[3][3],
		TimeStep *	tStep
	)

protectedvirtual

Definition at line 1011 of file shell7basexfem.C.

References oofem::FloatMatrix::addProductOf(), oofem::FloatArray::beProductOf(), oofem::FloatMatrix::clear(), oofem::Shell7Base::computeBmatrixAt(), oofem::Shell7Base::computeLambdaGMatrices(), computeLambdaGMatricesDis(), oofem::Shell7Base::giveGlobalZcoord(), oofem::GaussPoint::giveNaturalCoordinates(), oofem::Shell7Base::giveUpdatedSolutionVector(), oofem::FloatMatrix::plusProductSymmUpper(), oofem::FloatMatrix::plusProductUnsym(), oofem::FloatMatrix::symmetrized(), and oofem::FloatMatrix::zero().

Referenced by computeStiffnessMatrix().

void oofem::Shell7BaseXFEM::discGiveInitialSolutionVector	(	FloatArray &	answer,
		IntArray &	eiDofIdArray
	)

protected

void oofem::Shell7BaseXFEM::edgeComputeEnrichedBmatrixAt	(	const FloatArray &	lCoords,
		FloatMatrix &	answer,
		EnrichmentItem *	ei,
		const int	edge
	)

protected

void oofem::Shell7BaseXFEM::edgeComputeEnrichedNmatrixAt	(	const FloatArray &	lCoords,
		FloatMatrix &	answer,
		EnrichmentItem *	ei,
		const int	edge
	)

protected

void oofem::Shell7BaseXFEM::edgeEvalEnrCovarBaseVectorsAt	(	const FloatArray &	lCoords,
		const int	iedge,
		FloatMatrix &	gcov,
		TimeStep *	tStep,
		EnrichmentItem *	ei
	)

protected

Definition at line 1692 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::FloatArray::beProductOf(), oofem::FloatArray::beVectorProductOf(), oofem::FEInterpolation3d::computeLocalEdgeMapping(), edgeComputeEnrichedBmatrixAt(), edgeGiveUpdatedSolutionVector(), oofem::Shell7Base::fei, and oofem::FloatArray::normalize().

Referenced by computeEnrTractionForce().

void oofem::Shell7BaseXFEM::edgeGiveUpdatedSolutionVector	(	FloatArray &	answer,
		const int	iedge,
		TimeStep *	tStep
	)

protectedvirtual

Todo:: should this be here?

Reimplemented from oofem::Shell7Base.

Definition at line 313 of file shell7basexfem.C.

References oofem::Shell7Base::edgeGiveUpdatedSolutionVector(), and oofem::FloatArray::times().

Referenced by edgeEvalEnrCovarBaseVectorsAt().

std :: string oofem::Shell7BaseXFEM::errorInfo ( const char * func ) const

inline

Definition at line 173 of file shell7basexfem.h.

References giveAverageTransverseInterfaceStress(), giveClassName(), giveDofManDofIDMask(), giveFailedInterfaceNumber(), giveInterface(), giveNumberOfDofs(), giveRecoveredTransverseInterfaceStress(), hasCohesiveZone(), and initializeFrom().

void oofem::Shell7BaseXFEM::evalCovarBaseVectorsAt	(	const FloatArray &	lCoords,
		FloatMatrix &	gcon,
		FloatArray &	solVec,
		TimeStep *	tStep
	)

protectedvirtual

Reimplemented from oofem::Shell7Base.

Definition at line 230 of file shell7basexfem.C.

References oofem::FloatMatrix::add(), computeDiscGeneralizedStrainVector(), oofem::Shell7Base::evalCovarBaseVectorsAt(), oofem::XfemManager::giveEnrichmentItem(), oofem::XfemManager::giveNumberOfEnrichmentItems(), oofem::EnrichmentItem::isElementEnriched(), and xMan.

Referenced by computePressureTangentMatrixDis().

double oofem::Shell7BaseXFEM::evaluateCutHeaviside	(	const double	xi,
		const double	xiBottom,
		const double	xiTop
	)		const

protected

Definition at line 572 of file shell7basexfem.C.

Referenced by evaluateHeavisideXi().

double oofem::Shell7BaseXFEM::EvaluateEnrFuncInDofMan	(	int	dofManNum,
		EnrichmentItem *	ei
	)

protected

Definition at line 1892 of file shell7basexfem.C.

References oofem::Element::computeLocalCoordinates(), oofem::EnrichmentItem::evalLevelSetNormalInNode(), oofem::EnrichmentItem::evaluateEnrFuncAt(), oofem::DofManager::giveCoordinates(), oofem::Element::giveDofManager(), oofem::DofManager::giveGlobalNumber(), oofem::EnrichmentItem::isDofManEnriched(), and oofem::FloatArray::resizeWithValues().

Referenced by computeEnrichedBmatrixAt(), computeEnrichedNmatrixAt(), edgeComputeEnrichedBmatrixAt(), and edgeComputeEnrichedNmatrixAt().

double oofem::Shell7BaseXFEM::evaluateHeavisideXi	(	double	xi,
		ShellCrack *	ei
	)

protected

Definition at line 550 of file shell7basexfem.C.

References evaluateCutHeaviside(), oofem::ShellCrack::xiBottom, and oofem::ShellCrack::xiTop.

Referenced by computeEnrichedBmatrixAt(), computeEnrichedNmatrixAt(), edgeComputeEnrichedBmatrixAt(), edgeComputeEnrichedNmatrixAt(), and oofem::Tr2Shell7XFEM::updateIntegrationRuleMultiCrack().

double oofem::Shell7BaseXFEM::evaluateHeavisideXi	(	double	xi,
		Delamination *	ei
	)

protected

Definition at line 561 of file shell7basexfem.C.

References evaluateCutHeaviside(), oofem::Delamination::giveBoundingDelamXiCoord(), and oofem::Delamination::giveDelamXiCoord().

double oofem::Shell7BaseXFEM::evaluateLevelSet	(	const FloatArray &	lCoords,
		EnrichmentItem *	ei
	)

protected

Definition at line 495 of file shell7basexfem.C.

References oofem::IntArray::at(), oofem::FloatArray::at(), oofem::FEInterpolation3d::edgeEvalN(), oofem::FEInterpolation::evalN(), oofem::Shell7Base::fei, oofem::Element::giveDofManArray(), oofem::Element::giveGlobalNumber(), oofem::Element::giveInterpolation(), oofem::Element::giveNode(), oofem::IntArray::giveSize(), oofem::HybridEI::interpLevelSet(), N, OOFEM_ERROR, and oofem::IntArray::resize().

Referenced by giveCZExportData(), and giveShellExportData().

void oofem::Shell7BaseXFEM::giveAverageTransverseInterfaceStress	(	std::vector< FloatMatrix > &	transverseStress,
		TimeStep *	tStep
	)

virtual

TODO generalise this;

Definition at line 3436 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::Shell7Base::giveIPValue(), oofem::LayeredCrossSection::giveNumberOfLayers(), oofem::LayeredCrossSection::giveNumIntegrationPointsInLayer(), oofem::Element::integrationRulesArray, oofem::Shell7Base::layeredCS, and oofem::Shell7Base::numInPlaneIP.

Referenced by errorInfo(), and giveFailedInterfaceNumber().

virtual void oofem::Shell7BaseXFEM::giveBoundaryLocationArray	(	IntArray &	locationArray,
		const IntArray &	bNodes,
		const UnknownNumberingScheme &	s,
		IntArray *	dofIds
	)

inlineprotectedvirtual

Returns the location array for the boundary of the element.

Only takes into account nodes in the bNodes vector.

Reimplemented from oofem::Element.

Definition at line 117 of file shell7basexfem.h.

References computeEnrTractionForce(), computeMassMatrixNum(), giveCompositeExportData(), giveCZExportData(), giveDisUnknownsAt(), oofem::Element::giveLocationArray(), giveShellExportData(), and vtkEvalUpdatedGlobalCoordinateAt().

virtual const char* oofem::Shell7BaseXFEM::giveClassName ( ) const

inlinevirtual

Reimplemented from oofem::XfemElementInterface.

Reimplemented in oofem::Tr2Shell7XFEM.

Definition at line 172 of file shell7basexfem.h.

Referenced by errorInfo().

void oofem::Shell7BaseXFEM::giveCompositeExportData	(	std::vector< VTKPiece > &	vtkPieces,
		IntArray &	primaryVarsToExport,
		IntArray &	internalVarsToExport,
		IntArray	cellVarsToExport,
		TimeStep *	tStep
	)

protectedvirtual

Reimplemented from oofem::Shell7Base.

Definition at line 2217 of file shell7basexfem.C.

References giveShellExportData().

Referenced by giveBoundaryLocationArray().

void oofem::Shell7BaseXFEM::giveCompositeExportData	(	VTKPiece &	vtkPiece,
		IntArray &	primaryVarsToExport,
		IntArray &	internalVarsToExport,
		IntArray	cellVarsToExport,
		TimeStep *	tStep
	)

protectedvirtual

Reimplemented from oofem::VTKXMLExportModuleElementInterface.

Definition at line 2228 of file shell7basexfem.C.

References giveCZExportData().

void oofem::Shell7BaseXFEM::giveCZExportData	(	VTKPiece &	vtkPiece,
		IntArray &	primaryVarsToExport,
		IntArray &	internalVarsToExport,
		IntArray	cellVarsToExport,
		TimeStep *	tStep
	)

protectedvirtual

Definition at line 2724 of file shell7basexfem.C.

Referenced by giveBoundaryLocationArray(), and giveCompositeExportData().

void oofem::Shell7BaseXFEM::giveDisUnknownsAt	(	const FloatArray &	lCoords,
		EnrichmentItem *	ei,
		FloatArray &	solVec,
		FloatArray &	x,
		FloatArray &	m,
		double &	gam,
		TimeStep *	tStep
	)

protected

Definition at line 2201 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::FloatArray::beProductOf(), and computeEnrichedNmatrixAt().

Referenced by giveBoundaryLocationArray(), and vtkEvalUpdatedGlobalCoordinateAt().

void oofem::Shell7BaseXFEM::giveDofManDofIDMask	(	int	inode,
		IntArray &	answer
	)		const

virtual

Returns dofmanager dof mask for node.

This mask defines the dofs which are used by element in node. Mask influences the code number ordering for particular node. Code numbers are ordered according to node order and dofs belonging to particular node are ordered according to this mask. If element requests dofs using node mask which are not in node then error is generated. This masking allows node to be shared by different elements with different dofs in same node. Elements local code numbers are extracted from node using this mask. Must be defined by particular element.

Parameters

inode	Mask is computed for local dofmanager with inode number.
answer	Mask for node.

Reimplemented from oofem::Shell7Base.

Definition at line 208 of file shell7basexfem.C.

References oofem::IntArray::followedBy(), oofem::Element::giveDofManager(), oofem::Shell7Base::giveDofManDofIDMask(), oofem::FEMComponent::giveDomain(), oofem::EnrichmentItem::giveEIDofIdArray(), oofem::XfemManager::giveEnrichmentItem(), oofem::XfemManager::giveNumberOfEnrichmentItems(), oofem::Domain::giveXfemManager(), oofem::EnrichmentItem::isDofManEnriched(), and xMan.

Referenced by computeOrderingArray(), and errorInfo().

void oofem::Shell7BaseXFEM::giveFailedInterfaceNumber	(	IntArray &	failedInterfaces,
		FloatArray &	initiationFactor,
		TimeStep *	tStep,
		bool	recoverStresses = `true`
	)

virtual

TODO: add general failure criterion.

Definition at line 3304 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::FloatArray::beColumnOf(), oofem::FloatMatrix::beLocalCoordSys(), oofem::FloatArray::beProductOf(), oofem::IntArray::clear(), computeEnrichedBmatrixAt(), czIntegrationRulesArray, DelaminatedInterfaceList, oofem::Shell7Base::evalCovarNormalAt(), oofem::IntArray::findSorted(), oofem::IntArray::followedBy(), giveAverageTransverseInterfaceStress(), oofem::Element::giveGlobalNumber(), oofem::LayeredCrossSection::giveInterfaceMaterial(), oofem::StructuralInterfaceMaterial::giveInterfaceStrength(), oofem::LayeredCrossSection::giveInterfaceXiCoords(), oofem::Shell7Base::giveLayeredCS(), oofem::GaussPoint::giveNaturalCoordinate(), oofem::LayeredCrossSection::giveNumberOfLayers(), giveRecoveredTransverseInterfaceStress(), oofem::IntArray::giveSize(), oofem::FloatArray::giveSize(), oofem::Shell7Base::giveUpdatedSolutionVector(), oofem::Shell7Base::layeredCS, N, OOFEM_ERROR, oofem::FloatArray::resize(), oofem::FloatArray::rotatedWith(), oofem::IntArray::sort(), and oofem::FloatArray::times().

Referenced by errorInfo().

void oofem::Shell7BaseXFEM::giveFictiousCZNodeCoordsForExport	(	std::vector< FloatArray > &	nodes,
		int	layer,
		int	subCell
	)

protected

Definition at line 2501 of file shell7basexfem.C.

References oofem::FloatArray::beColumnOf(), giveLocalCZNodeCoordsForExport(), oofem::FloatMatrix::giveNumberOfColumns(), and oofem::Shell7Base::vtkEvalInitialGlobalCZCoordinateAt().

Referenced by giveCZExportData().

void oofem::Shell7BaseXFEM::giveFictiousNodeCoordsForExport	(	std::vector< FloatArray > &	nodes,
		int	layer,
		int	subCell
	)

protected

Todo:: Check this Jim, you overwrite "localCoords" the the code above is useless.

Definition at line 2474 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::FloatArray::beColumnOf(), giveLocalNodeCoordsForExport(), oofem::FloatMatrix::giveNumberOfColumns(), and oofem::Shell7Base::vtkEvalInitialGlobalCoordinateAt().

Referenced by giveShellExportData().

void oofem::Shell7BaseXFEM::giveFictiousUpdatedCZNodeCoordsForExport	(	std::vector< FloatArray > &	nodes,
		int	layer,
		TimeStep *	tStep,
		int	subCell
	)

protected

Definition at line 2554 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::FloatArray::beColumnOf(), oofem::LayeredCrossSection::computeIntegralThick(), oofem::LayeredCrossSection::giveLayerMidZ(), oofem::LayeredCrossSection::giveLayerThickness(), giveLocalCZNodeCoordsForExport(), oofem::FEI3dTrQuad::giveLocalNodeCoords(), oofem::LayeredCrossSection::giveMidSurfaceZcoordFromBottom(), oofem::FloatMatrix::giveNumberOfColumns(), interpolationForCZExport, oofem::Shell7Base::layeredCS, and vtkEvalUpdatedGlobalCoordinateAt().

Referenced by giveCZExportData().

void oofem::Shell7BaseXFEM::giveFictiousUpdatedNodeCoordsForExport	(	std::vector< FloatArray > &	nodes,
		int	layer,
		TimeStep *	tStep,
		int	subCell
	)

protected

Definition at line 2521 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::FloatArray::beColumnOf(), oofem::LayeredCrossSection::computeIntegralThick(), oofem::LayeredCrossSection::giveLayerMidZ(), oofem::LayeredCrossSection::giveLayerThickness(), oofem::FEI3dWedgeQuad::giveLocalNodeCoords(), giveLocalNodeCoordsForExport(), oofem::LayeredCrossSection::giveMidSurfaceZcoordFromBottom(), oofem::FloatMatrix::giveNumberOfColumns(), interpolationForExport, oofem::Shell7Base::layeredCS, and vtkEvalUpdatedGlobalCoordinateAt().

Referenced by giveShellExportData().

Interface * oofem::Shell7BaseXFEM::giveInterface ( InterfaceType t )

virtual

Interface requesting service.

See also: InterfaceType

Returns: Requested interface if implemented, otherwise NULL.

Todo:: remove

Reimplemented from oofem::Shell7Base.

Definition at line 195 of file shell7basexfem.C.

References oofem::Shell7Base::giveInterface(), and oofem::XfemElementInterfaceType.

Referenced by errorInfo().

void oofem::Shell7BaseXFEM::giveInternalForcesVector	(	FloatArray &	answer,
		TimeStep *	tStep,
		int	useUpdatedGpRecord
	)

protectedvirtual

Evaluates nodal representation of real internal forces.

Necessary transformations are taken into account.

Todo:: what is meant?

Parameters

answer	Equivalent nodal forces vector.
tStep	Time step
useUpdatedGpRecord	If equal to zero, the stresses in integration points are computed (slow but safe).

Todo:: How to treat the convective force? Only active during dynamic simulations

Todo:: Is this really what we should do for inactive elements?

Todo:: This is actaully inefficient since it constructs B and twice and collects the nodal unknowns over and over.

Todo:: is this check really necessary?

Reimplemented from oofem::Shell7Base.

Definition at line 376 of file shell7basexfem.C.

References activeDofsArrays, oofem::FloatArray::assemble(), oofem::FloatArray::beSubArrayOf(), computeCohesiveForces(), computeDiscSolutionVector(), computeOrderingArray(), oofem::Shell7Base::computeSectionalForces(), discComputeSectionalForces(), oofem::EnrichmentItem::giveEIDofIdArray(), oofem::XfemManager::giveEnrichmentItem(), giveNumberOfDofs(), oofem::XfemManager::giveNumberOfEnrichmentItems(), oofem::Shell7Base::giveUpdatedSolutionVector(), hasCohesiveZone(), oofem::EnrichmentItem::isElementEnriched(), orderingArrays, oofem::FloatArray::resize(), xMan, and oofem::FloatArray::zero().

void oofem::Shell7BaseXFEM::giveLocalCZNodeCoordsForExport	(	FloatArray &	nodeLocalXi1Coords,
		FloatArray &	nodeLocalXi2Coords,
		FloatArray &	nodeLocalXi3Coords,
		int	subCell,
		FloatMatrix &	localNodeCoords
	)

protected

Definition at line 2669 of file shell7basexfem.C.

References allTri, oofem::FloatArray::at(), oofem::FloatMatrix::beTranspositionOf(), and oofem::Element::computeLocalCoordinates().

Referenced by giveFictiousCZNodeCoordsForExport(), and giveFictiousUpdatedCZNodeCoordsForExport().

void oofem::Shell7BaseXFEM::giveLocalNodeCoordsForExport	(	FloatArray &	nodeLocalXi1Coords,
		FloatArray &	nodeLocalXi2Coords,
		FloatArray &	nodeLocalXi3Coords,
		int	subCell,
		int	layer,
		FloatMatrix &	localNodeCoords
	)

protected

Definition at line 2607 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::beTranspositionOf(), oofem::Element::computeLocalCoordinates(), crackSubdivisions, oofem::FloatArray::resizeWithValues(), and oofem::FloatArray::zero().

Referenced by giveCZExportData(), giveFictiousNodeCoordsForExport(), giveFictiousUpdatedNodeCoordsForExport(), and giveShellExportData().

void oofem::Shell7BaseXFEM::giveMaxCZDamages	(	FloatArray &	answer,
		TimeStep *	tStep
	)

Definition at line 587 of file shell7basexfem.C.

References oofem::FloatArray::at(), czIntegrationRulesArray, oofem::LayeredCrossSection::giveInterfaceMaterial(), oofem::StructuralInterfaceMaterial::giveIPValue(), oofem::LayeredCrossSection::giveNumberOfLayers(), hasCohesiveZone(), oofem::Shell7Base::layeredCS, oofem::max(), and oofem::FloatArray::resize().

Referenced by computeFailureCriteriaQuantities().

int oofem::Shell7BaseXFEM::giveNumberOfDofs ( )

virtual

Returns: Number of DOFs in element.

Reimplemented from oofem::Shell7Base.

Definition at line 291 of file shell7basexfem.C.

References oofem::Element::giveDofManager(), oofem::EnrichmentItem::giveEIDofIdArray(), oofem::XfemManager::giveEnrichmentItem(), oofem::Element::giveNumberOfDofManagers(), oofem::Shell7Base::giveNumberOfDofs(), oofem::XfemManager::giveNumberOfEnrichmentItems(), oofem::IntArray::giveSize(), oofem::EnrichmentItem::isDofManEnriched(), and xMan.

Referenced by computeCohesiveTangent(), computeMassMatrixNum(), computeStiffnessMatrix(), errorInfo(), giveInternalForcesVector(), and OLDcomputeStiffnessMatrix().

void oofem::Shell7BaseXFEM::giveRecoveredTransverseInterfaceStress	(	std::vector< FloatMatrix > &	transverseStress,
		TimeStep *	tStep
	)

virtual

TODO generalise this

Reimplemented from oofem::Shell7Base.

Definition at line 3475 of file shell7basexfem.C.

References oofem::FloatMatrix::add(), oofem::IntArray::at(), oofem::FloatArray::at(), oofem::FloatMatrix::beLocalCoordSys(), oofem::FloatArray::beProductOf(), oofem::IntArray::clear(), computeEnrichedBmatrixAt(), oofem::Shell7Base::computeFAt(), oofem::LayeredCrossSection::computeIntegralThick(), computeInterfaceJumpAt(), czIntegrationRulesArray, oofem::Shell7Base::evalCovarNormalAt(), oofem::Shell7Base::evalInitialCovarNormalAt(), oofem::Shell7Base::fitRecoveredStress2BC(), oofem::IntArray::followedBy(), oofem::Delamination::giveDelamInterfaceNum(), oofem::Delamination::giveDelamXiCoord(), oofem::XfemManager::giveEnrichmentItem(), oofem::StructuralInterfaceMaterial::giveFirstPKTraction_3d(), oofem::Element::giveGlobalNumber(), oofem::LayeredCrossSection::giveInterfaceMaterial(), oofem::Shell7Base::giveLayerContributionToSR(), oofem::LayeredCrossSection::giveLayerThickness(), oofem::XfemManager::giveNumberOfEnrichmentItems(), oofem::LayeredCrossSection::giveNumberOfLayers(), oofem::LayeredCrossSection::giveNumIntegrationPointsInLayer(), oofem::Shell7Base::giveRecoveredTransverseInterfaceStress(), oofem::IntArray::giveSize(), oofem::Material::giveStatus(), oofem::StructuralInterfaceMaterialStatus::giveTempFirstPKTraction(), oofem::Shell7Base::giveTractionBC(), oofem::Shell7Base::giveUpdatedSolutionVector(), hasCohesiveZone(), oofem::EnrichmentItem::isElementEnriched(), jump(), oofem::Shell7Base::layeredCS, oofem::Shell7Base::numInPlaneIP, OOFEM_ERROR, oofem::FloatMatrix::resize(), oofem::FloatArray::rotatedWith(), oofem::FloatMatrix::rotatedWith(), oofem::IntArray::sort(), and xMan.

Referenced by errorInfo(), and giveFailedInterfaceNumber().

void oofem::Shell7BaseXFEM::giveShellExportData	(	VTKPiece &	vtkPiece,
		IntArray &	primaryVarsToExport,
		IntArray &	internalVarsToExport,
		IntArray	cellVarsToExport,
		TimeStep *	tStep
	)

protectedvirtual

Reimplemented from oofem::Shell7Base.

Definition at line 2237 of file shell7basexfem.C.

Referenced by giveBoundaryLocationArray(), and giveCompositeExportData().

bool oofem::Shell7BaseXFEM::hasCohesiveZone ( int interfaceNum )

Definition at line 185 of file shell7basexfem.C.

References oofem::LayeredCrossSection::giveInterfaceMaterialNum(), oofem::LayeredCrossSection::giveNumberOfLayers(), and oofem::Shell7Base::layeredCS.

Referenced by computeCohesiveTangent(), errorInfo(), giveInternalForcesVector(), giveMaxCZDamages(), giveRecoveredTransverseInterfaceStress(), recoverShearStress(), and updateYourself().

IRResultType oofem::Shell7BaseXFEM::initializeFrom ( InputRecord * ir )

virtual

Initializes receiver according to object description stored in input record.

This function is called immediately after creating object using constructor. Input record can be imagined as data record in component database belonging to receiver. Receiver may use value-name extracting functions to extract particular field from record.

See also: IR_GIVE_FIELD; IR_GIVE_OPTIONAL_FIELD

Parameters

ir	Input record to initialize from.

Returns: IRResultType

Reimplemented from oofem::Shell7Base.

Definition at line 175 of file shell7basexfem.C.

References _IFT_Shell7BaseXFEM_CohesiveZoneMaterial, oofem::InputRecord::hasField(), oofem::Shell7Base::initializeFrom(), and OOFEM_ERROR.

Referenced by errorInfo().

void oofem::Shell7BaseXFEM::jump	(	FloatMatrix	lambda,
		FloatArray	deltaUnknowns
	)

private

Referenced by computeCohesiveForces(), giveRecoveredTransverseInterfaceStress(), and recoverShearStress().

void oofem::Shell7BaseXFEM::mapXi3FromLocalToShell	(	FloatArray &	answer,
		FloatArray &	local,
		int	layer
	)

protected

Definition at line 2588 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::LayeredCrossSection::computeIntegralThick(), oofem::LayeredCrossSection::giveLayerMidZ(), oofem::LayeredCrossSection::giveLayerThickness(), oofem::LayeredCrossSection::giveMidSurfaceZcoordFromBottom(), oofem::Shell7Base::layeredCS, and oofem::FloatArray::resize().

Referenced by giveCZExportData(), and giveShellExportData().

void oofem::Shell7BaseXFEM::OLDcomputeStiffnessMatrix	(	FloatMatrix &	answer,
		MatResponseMode	rMode,
		TimeStep *	tStep
	)

protectedvirtual

Definition at line 1053 of file shell7basexfem.C.

References activeDofsArrays, oofem::FloatMatrix::add(), oofem::FloatMatrix::assemble(), oofem::IntArray::at(), oofem::FloatMatrix::beSubMatrixOf(), oofem::FloatMatrix::beTranspositionOf(), oofem::Element::boundaryLoadArray, oofem::Shell7Base::computeBulkTangentMatrix(), computeCohesiveTangent(), computeEnrichedBmatrixAt(), oofem::Shell7Base::computeLinearizedStiffness(), computeOrderingArray(), computePressureTangentMatrixDis(), discComputeBulkTangentMatrix(), oofem::FEMComponent::domain, oofem::Delamination::evaluateEnrFuncAt(), oofem::Delamination::giveDelamXiCoord(), oofem::XfemManager::giveEnrichmentItem(), oofem::LayeredCrossSection::giveLayerMaterial(), oofem::Domain::giveLoad(), oofem::Domain::giveMaterial(), giveNumberOfDofs(), oofem::XfemManager::giveNumberOfEnrichmentItems(), oofem::LayeredCrossSection::giveNumberOfLayers(), oofem::IntArray::giveSize(), oofem::Shell7Base::giveUpdatedSolutionVector(), oofem::Element::integrationRulesArray, oofem::EnrichmentItem::isElementEnriched(), oofem::Shell7Base::layeredCS, orderingArrays, oofem::FloatMatrix::resize(), oofem::FloatMatrix::times(), xMan, and oofem::FloatMatrix::zero().

Referenced by computeStiffnessMatrix().

void oofem::Shell7BaseXFEM::postInitialize ( )

protectedvirtual

Performs post initialization steps.

Reimplemented from oofem::Shell7Base.

Definition at line 76 of file shell7basexfem.C.

References activeDofsArrays, computeOrderingArray(), oofem::FEMComponent::giveDomain(), oofem::XfemManager::giveEnrichmentItem(), oofem::XfemManager::giveNumberOfEnrichmentItems(), oofem::Domain::giveXfemManager(), oofem::EnrichmentItem::isElementEnriched(), orderingArrays, oofem::Shell7Base::postInitialize(), and xMan.

void oofem::Shell7BaseXFEM::recoverShearStress ( TimeStep * tStep )

protectedvirtual

TODO generalise this

Reimplemented from oofem::Shell7Base.

Definition at line 3018 of file shell7basexfem.C.

References oofem::FloatMatrix::add(), oofem::IntArray::at(), oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FloatMatrix::beLocalCoordSys(), oofem::FloatArray::beProductOf(), oofem::IntArray::clear(), computeEnrichedBmatrixAt(), oofem::Shell7Base::computeFAt(), oofem::LayeredCrossSection::computeIntegralThick(), computeInterfaceJumpAt(), czIntegrationRulesArray, oofem::Shell7Base::evalCovarNormalAt(), oofem::Shell7Base::evalInitialCovarNormalAt(), oofem::Shell7Base::fitRecoveredStress2BC(), oofem::IntArray::followedBy(), oofem::Delamination::giveDelamInterfaceNum(), oofem::Delamination::giveDelamXiCoord(), oofem::XfemManager::giveEnrichmentItem(), oofem::StructuralInterfaceMaterialStatus::giveFirstPKTraction(), oofem::StructuralInterfaceMaterial::giveFirstPKTraction_3d(), oofem::Element::giveGlobalNumber(), oofem::LayeredCrossSection::giveInterfaceMaterial(), oofem::Shell7Base::giveLayerContributionToSR(), oofem::LayeredCrossSection::giveLayerThickness(), oofem::XfemManager::giveNumberOfEnrichmentItems(), oofem::LayeredCrossSection::giveNumberOfLayers(), oofem::LayeredCrossSection::giveNumIntegrationPointsInLayer(), oofem::IntArray::giveSize(), oofem::Material::giveStatus(), oofem::StructuralInterfaceMaterialStatus::giveTempFirstPKTraction(), oofem::Shell7Base::giveTractionBC(), oofem::Shell7Base::giveUpdatedSolutionVector(), hasCohesiveZone(), oofem::EnrichmentItem::isElementEnriched(), jump(), oofem::Shell7Base::layeredCS, oofem::Shell7Base::numInPlaneIP, OOFEM_ERROR, oofem::FloatArray::printYourself(), oofem::FloatMatrix::printYourself(), oofem::Shell7Base::recoverShearStress(), oofem::FloatMatrix::resize(), oofem::FloatArray::rotatedWith(), oofem::FloatMatrix::rotatedWith(), oofem::IntArray::sort(), oofem::Shell7Base::updateLayerTransvStressesSR(), xMan, oofem::FloatArray::zero(), and oofem::FloatMatrix::zero().

void oofem::Shell7BaseXFEM::recoverValuesFromCZIP	(	std::vector< FloatArray > &	recoveredValues,
		int	interfce,
		InternalStateType	type,
		TimeStep *	tStep
	)

protected

void oofem::Shell7BaseXFEM::updateYourself ( TimeStep * tStep )

protectedvirtual

Updates element state after equilibrium in time step has been reached.

Default implementation updates all integration rules defined by integrationRulesArray member variable. Doing this, all integration points and their material statuses are updated also. All temporary history variables, which now describe equilibrium state are copied into equilibrium ones. The existing internal state is used for update.

Parameters

tStep Time step for newly reached state.