#include <intelline1PF.h>

Inheritance diagram for oofem::IntElLine1PF:

Collaboration diagram for oofem::IntElLine1PF:

Public Member Functions
	IntElLine1PF (int n, Domain *d)
FEInterpolation *	giveInterpolation () const override
int	computeNumberOfDofs () override
void	giveDofManDofIDMask (int inode, IntArray &answer) const override
double	computeAreaAround (GaussPoint *gp) override
void	computeTransformationMatrixAt (GaussPoint *gp, FloatMatrix &answer) override
FloatArrayF< 2 >	computeCovarBaseVectorAt (GaussPoint *gp) const
int	testElementExtension (ElementExtension ext) override
const char *	giveInputRecordName () const override
const char *	giveClassName () const override
void	initializeFrom (InputRecord &ir) override
void	giveEngTraction (FloatArray &answer, GaussPoint gp, const FloatArray &jump, TimeStep tStep) override
void	giveStiffnessMatrix_Eng (FloatMatrix &answer, MatResponseMode rMode, IntegrationPoint ip, TimeStep tStep) override
void	computeStiffnessMatrix (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) override
int	giveNumberOfDofManagers () const override
StructuralInterfaceElement *	giveElement () override
void	giveDofManDofIDMask_u (IntArray &answer) override
void	giveDofManDofIDMask_d (IntArray &answer) override
virtual void	computeStiffnessMatrix_uu (FloatMatrix &, MatResponseMode, TimeStep *)
virtual void	computeStiffnessMatrix_ud (FloatMatrix &, MatResponseMode, TimeStep *)
virtual void	computeStiffnessMatrix_dd (FloatMatrix &, MatResponseMode, TimeStep *)
void	giveInternalForcesVector (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0) override
virtual void	giveInternalForcesVectorUD (FloatArray &fu, FloatArray &fd, TimeStep *tStep, int useUpdatedGpRecord=0)
virtual double	computeDamageAt (GaussPoint gp, ValueModeType valueMode, TimeStep stepN)
virtual void	computeLocationArrayOfDofIDs (const IntArray &dofIdArray, IntArray &answer)
virtual void	computeBd_vectorAt (GaussPoint *gp, FloatArray &B)
virtual void	computeNd_vectorAt (const FloatArray &lCoords, FloatArray &N)
virtual double	computeFreeEnergy (GaussPoint gp, TimeStep tStep)
double	computeOldG (GaussPoint gp, ValueModeType valueMode, TimeStep stepN)
double	neg_MaCauley (double par) const
double	neg_MaCauleyPrime (double par) const
double	MaCauley (double par) const
double	MaCauleyPrime (double par) const
void	solveForLocalDamage (FloatMatrix &answer, TimeStep *tStep)
void	computeGMatrix (FloatMatrix &answer, const double damage, GaussPoint gp, ValueModeType valueMode, TimeStep stepN)
Public Member Functions inherited from oofem::StructuralInterfaceElement
	StructuralInterfaceElement (int n, Domain *d)
int	computeGlobalCoordinates (FloatArray &answer, const FloatArray &lcoords) override
void	giveCharacteristicMatrix (FloatMatrix &answer, CharType, TimeStep *tStep) override
void	giveCharacteristicVector (FloatArray &answer, CharType type, ValueModeType mode, TimeStep *tStep) override
virtual void	computeTraction (FloatArray &traction, IntegrationPoint ip, const FloatArray &jump, TimeStep tStep)
virtual void	computeSpatialJump (FloatArray &answer, GaussPoint gp, TimeStep tStep)
int	giveIPValue (FloatArray &answer, GaussPoint gp, InternalStateType type, TimeStep tStep) override
Interface *	giveInterface (InterfaceType) override
void	updateInternalState (TimeStep *tStep) override
void	updateYourself (TimeStep *tStep) override
int	checkConsistency () override
void	giveInputRecord (DynamicInputRecord &input) override
const char *	giveClassName () const override
StructuralInterfaceCrossSection *	giveInterfaceCrossSection ()
Element_Geometry_Type	giveGeometryType () const override
virtual void	giveFirstPKTraction (FloatArray &answer, GaussPoint gp, const FloatArray &jump, const FloatMatrix &F, TimeStep tStep)
virtual void	giveStiffnessMatrix_dTdj (FloatMatrix &answer, MatResponseMode rMode, IntegrationPoint ip, TimeStep tStep)
Public Member Functions inherited from oofem::Element
	Element (int n, Domain *aDomain)
	Element (const Element &src)=delete
Element &	operator= (const Element &src)=delete
virtual	~Element ()
	Virtual destructor.
void	giveLocationArray (IntArray &locationArray, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const
void	giveLocationArray (IntArray &locationArray, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const
virtual void	giveBoundaryLocationArray (IntArray &locationArray, const IntArray &bNodes, const UnknownNumberingScheme &s, IntArray *dofIds=NULL)
virtual void	giveBoundaryLocationArray (IntArray &locationArray, const IntArray &bNodes, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL)
virtual int	giveNumberOfDofs ()
virtual int	giveNumberOfInternalDofManagers () const
virtual DofManager *	giveInternalDofManager (int i) const
virtual void	setInternalDofManager (int num, std::unique_ptr< DofManager > dm)
virtual double	giveCharacteristicValue (CharType type, TimeStep *tStep)
virtual void	computeLoadVector (FloatArray &answer, BodyLoad load, CharType type, ValueModeType mode, TimeStep tStep)
virtual void	computeBoundarySurfaceLoadVector (FloatArray &answer, BoundaryLoad load, int boundary, CharType type, ValueModeType mode, TimeStep tStep, bool global=true)
virtual void	computeTangentFromSurfaceLoad (FloatMatrix &answer, BoundaryLoad load, int boundary, MatResponseMode rmode, TimeStep tStep)
virtual void	computeTangentFromEdgeLoad (FloatMatrix &answer, BoundaryLoad load, int boundary, MatResponseMode rmode, TimeStep tStep)
virtual void	computeBoundaryEdgeLoadVector (FloatArray &answer, BoundaryLoad load, int edge, CharType type, ValueModeType mode, TimeStep tStep, bool global=true)
const IntArray &	giveBodyLoadList () const
const IntArray &	giveBoundaryLoadList () const
void	computeVectorOf (ValueModeType u, TimeStep *tStep, FloatArray &answer)
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)
void	computeVectorOf (PrimaryField &field, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false)
void	computeVectorOfPrescribed (ValueModeType u, TimeStep *tStep, FloatArray &answer)
void	computeVectorOfPrescribed (const IntArray &dofIDMask, ValueModeType type, TimeStep *tStep, FloatArray &answer)
virtual int	computeNumberOfGlobalDofs ()
int	computeNumberOfPrimaryMasterDofs ()
virtual bool	computeGtoLRotationMatrix (FloatMatrix &answer)
virtual bool	giveRotationMatrix (FloatMatrix &answer)
virtual bool	computeDofTransformationMatrix (FloatMatrix &answer, const IntArray &nodes, bool includeInternal)
virtual void	giveInternalDofManDofIDMask (int inode, IntArray &answer) const
virtual void	giveElementDofIDMask (IntArray &answer) const
virtual void	computeField (ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer)
virtual double	computeVolumeAround (GaussPoint *gp)
virtual double	computeVolumeAreaOrLength ()
	Computes the volume, area or length of the element depending on its spatial dimension.
double	computeMeanSize ()
virtual double	computeVolume ()
virtual double	computeArea ()
virtual double	computeLength ()
virtual IntArray	giveBoundaryEdgeNodes (int boundary, bool includeHierarchical=false) const
virtual IntArray	giveBoundarySurfaceNodes (int boundary, bool includeHierarchical=false) const
virtual IntArray	giveBoundaryNodes (int boundary) const
virtual std::unique_ptr< IntegrationRule >	giveBoundaryEdgeIntegrationRule (int order, int boundary)
virtual std::unique_ptr< IntegrationRule >	giveBoundarySurfaceIntegrationRule (int order, int boundary)
int	giveDofManagerNumber (int i) const
const IntArray &	giveDofManArray () const
void	addDofManager (DofManager *dMan)
DofManager *	giveDofManager (int i) const
Node *	giveNode (int i) const
virtual ElementSide *	giveSide (int i) const
virtual FEInterpolation *	giveInterpolation (DofIDItem id) const
virtual const FEInterpolation *	getGeometryInterpolation () const
virtual Material *	giveMaterial ()
int	giveMaterialNumber () const
CrossSection *	giveCrossSection ()
int	getActivityTimeFunctionNumber ()
void	setActivityTimeFunctionNumber (int funcIndx)
void	setMaterial (int matIndx)
virtual void	setCrossSection (int csIndx)
void	setNumberOfDofManagers (int i)
	Sets number of element dof managers.
virtual int	giveNumberOfNodes () const
void	setDofManagers (const IntArray &dmans)
void	setDofManager (int id, int dm)
void	setBodyLoads (const IntArray &bodyLoads)
void	setIntegrationRules (std ::vector< std ::unique_ptr< IntegrationRule > > irlist)
virtual integrationDomain	giveIntegrationDomain () const
virtual MaterialMode	giveMaterialMode ()
virtual int	giveIntegrationRuleLocalCodeNumbers (IntArray &answer, IntegrationRule &ie)
int	giveRegionNumber ()
virtual void	initializeYourself (TimeStep *timeStepWhenICApply)
virtual bool	isActivated (TimeStep *tStep)
virtual bool	isCast (TimeStep *tStep)
virtual void	initForNewStep ()
virtual Element_Geometry_Type	giveEdgeGeometryType (int id) const
	Returns the receiver edge geometry type.
virtual Element_Geometry_Type	giveSurfaceGeometryType (int id) const
	Returns the receiver surface geometry type.
virtual int	giveSpatialDimension ()
virtual int	giveNumberOfBoundarySides ()
	Returns number of boundaries (entities of element_dimension-1: points, edges, surfaces).
virtual int	giveNumberOfEdges () const
virtual int	giveNumberOfSurfaces () const
virtual int	giveDefaultIntegrationRule () const
virtual IntegrationRule *	giveDefaultIntegrationRulePtr ()
int	giveNumberOfIntegrationRules ()
virtual IntegrationRule *	giveIntegrationRule (int i)
std::vector< std ::unique_ptr< IntegrationRule > > &	giveIntegrationRulesArray ()
int	giveGlobalIPValue (FloatArray &answer, GaussPoint gp, InternalStateType type, TimeStep tStep)
virtual double	giveLengthInDir (const FloatArray &normalToCrackPlane)
virtual double	giveCharacteristicLength (const FloatArray &normalToCrackPlane)
double	giveCharacteristicLengthForPlaneElements (const FloatArray &normalToCrackPlane)
double	giveCharacteristicLengthForAxisymmElements (const FloatArray &normalToCrackPlane)
virtual double	giveCharacteristicSize (GaussPoint *gp, FloatArray &normalToCrackPlane, ElementCharSizeMethod method)
virtual double	giveParentElSize () const
virtual void	updateBeforeNonlocalAverage (TimeStep *tStep)
virtual bool	computeLocalCoordinates (FloatArray &answer, const FloatArray &gcoords)
virtual int	giveLocalCoordinateSystem (FloatMatrix &answer)
virtual void	giveLocalCoordinateSystemVector (InternalStateType isttype, FloatArray &answer)
virtual void	computeMidPlaneNormal (FloatArray &answer, const GaussPoint *gp)
virtual int	adaptiveMap (Domain oldd, TimeStep tStep)
virtual int	mapStateVariables (Domain &iOldDom, const TimeStep &iTStep)
virtual int	adaptiveUpdate (TimeStep *tStep)
virtual int	adaptiveFinish (TimeStep *tStep)
void	updateLocalNumbering (EntityRenumberingFunctor &f) override
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.
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.
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	giveInternalStateAtNode (FloatArray &answer, InternalStateType type, InternalStateMode mode, int node, TimeStep *tStep)
virtual int	giveInternalStateAtSide (FloatArray &answer, InternalStateType type, InternalStateMode mode, int side, TimeStep *tStep)
virtual void	showSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep)
	Shows sparse structure.
virtual void	showExtendedSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep)
	Shows extended sparse structure (for example, due to nonlocal interactions for tangent stiffness).
int	giveLabel () const
int	giveGlobalNumber () const
void	setGlobalNumber (int num)
elementParallelMode	giveParallelMode () const
void	setParallelMode (elementParallelMode _mode)
	Sets parallel mode of element.
virtual elementParallelMode	giveKnotSpanParallelMode (int) const
int	packUnknowns (DataStream &buff, TimeStep *tStep)
int	unpackAndUpdateUnknowns (DataStream &buff, TimeStep *tStep)
int	estimatePackSize (DataStream &buff)
const IntArray *	givePartitionList () const
void	setPartitionList (IntArray &pl)
virtual double	predictRelativeComputationalCost ()
virtual double	giveRelativeSelfComputationalCost ()
virtual double	predictRelativeRedistributionCost ()
IntArray *	giveBodyLoadArray ()
	Returns array containing load numbers of loads acting on element.
IntArray *	giveBoundaryLoadArray ()
	Returns array containing load numbers of boundary loads acting on element.
void	initializeFrom (InputRecord &ir, int priority) override
void	initializeFinish () override
void	postInitialize () override
	Performs post initialization steps.
void	saveContext (DataStream &stream, ContextMode mode) override
void	restoreContext (DataStream &stream, ContextMode mode) override
void	printOutputAt (FILE file, TimeStep tStep) override
virtual const IntArray	giveLocation ()
virtual void	recalculateCoordinates (int nodeNumber, FloatArray &coords)
void	setSharedEdgeID (int iedge, int globalID)
void	setSharedSurfaceID (int isurf, int globalID)
const IntArray *	giveSharedEdgeIDs () const
const IntArray *	giveSharedSurfaceIDs () const
Public Member Functions inherited from oofem::FEMComponent
	FEMComponent (int n, Domain *d)
virtual	~FEMComponent ()=default
	Virtual destructor.
Domain *	giveDomain () const
virtual void	setDomain (Domain *d)
int	giveNumber () const
void	setNumber (int num)
virtual void	printYourself ()
	Prints receiver state on stdout. Useful for debugging.
std::string	errorInfo (const char *func) const
	Returns string for prepending output (used by error reporting macros).

Protected Member Functions
void	computeNmatrixAt (GaussPoint *gp, FloatMatrix &answer) override
void	computeGaussPoints () override
virtual int	giveApproxOrder ()
Element_Geometry_Type	giveGeometryType () const override
Protected Member Functions inherited from oofem::StructuralInterfaceElement
virtual int	giveNumberOfIPForMassMtrxIntegration ()
virtual int	testCrossSectionExtension (CrossSectExtension ext)
int	testElementExtension (ElementExtension ext) override

Protected Attributes
FloatArray	unknownVectorU
FloatArray	unknownVectorD
FloatArray	deltaUnknownVectorD
FloatArray	deltaAlpha
FloatArray	alpha
FloatArray	oldAlpha
double	prescribed_damage = 0.
Protected Attributes inherited from oofem::StructuralInterfaceElement
FloatArray	initialDisplacements
	Initial displacement vector, describes the initial nodal displacements when element has been casted.
bool	nlGeometry = false
	Flag indicating if geometrical nonlinearities apply.
Protected Attributes inherited from oofem::Element
int	numberOfDofMans
	Number of dofmanagers.
IntArray	dofManArray
	Array containing dofmanager numbers.
int	material
	Number of associated material.
int	crossSection
	Number of associated cross section.
IntArray	bodyLoadArray
IntArray	boundaryLoadArray
std::vector< std ::unique_ptr< IntegrationRule > >	integrationRulesArray
FloatMatrix	elemLocalCS
	Transformation material matrix, used in orthotropic and anisotropic materials, global->local transformation.
int	activityTimeFunction
	Element activity time function. If defined, nonzero value indicates active receiver, zero value inactive element.
int	globalNumber
int	numberOfGaussPoints
elementParallelMode	parallel_mode
	Determines the parallel mode of the element.
IntArray	partitions
IntArray	globalEdgeIDs
IntArray	globalSurfaceIDs
Protected Attributes inherited from oofem::FEMComponent
int	number
	Component number.
Domain *	domain
	Link to domain object, useful for communicating with other FEM components.

Static Protected Attributes
static FEI2dLineLin	interp

Additional Inherited Members
Static Public Attributes inherited from oofem::Element
static ParamKey	IPK_Element_mat
static ParamKey	IPK_Element_crosssect
static ParamKey	IPK_Element_nodes
static ParamKey	IPK_Element_bodyload
static ParamKey	IPK_Element_boundaryload
static ParamKey	IPK_Element_lcs
static ParamKey	IPK_Element_partitions
static ParamKey	IPK_Element_remote
static ParamKey	IPK_Element_activityTimeFunction
static ParamKey	IPK_Element_nip
Private Member Functions inherited from oofem::PhaseFieldElement
	PhaseFieldElement (int i, Domain *aDomain)
virtual	~PhaseFieldElement ()
const char *	giveClassName () const
void	computeLocationArrayOfDofIDs (const IntArray &dofIdArray, IntArray &answer)
double	computeFreeEnergy (GaussPoint gp, TimeStep tStep)
double	giveInternalLength ()
double	giveCriticalEnergy ()
double	giveRelaxationTime ()
void	computeStiffnessMatrix_uu (FloatMatrix &, MatResponseMode, TimeStep *)
void	computeStiffnessMatrix_ud (FloatMatrix &, MatResponseMode, TimeStep *)
void	computeStiffnessMatrix_dd (FloatMatrix &, MatResponseMode, TimeStep *)
void	computeStiffnessMatrix_du (FloatMatrix &, MatResponseMode, TimeStep *)
double	computeG (GaussPoint gp, ValueModeType valueMode, TimeStep stepN)
double	computeGPrim (GaussPoint gp, ValueModeType valueMode, TimeStep stepN)
double	computeDamageAt (GaussPoint gp, ValueModeType valueMode, TimeStep stepN)
void	giveInternalForcesVector (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord)
void	giveInternalForcesVector_u (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord)
void	giveInternalForcesVector_d (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord)
void	computeBStress_u (FloatArray &answer, GaussPoint gp, TimeStep tStep, int useUpdatedGpRecord)
void	computeNStress_d (FloatArray &answer, GaussPoint gp, TimeStep tStep, int useUpdatedGpRecord)
void	computeDisplacementUnknowns (FloatArray &answer, ValueModeType valueMode, TimeStep *stepN)
void	computeDamageUnknowns (FloatArray &answer, ValueModeType valueMode, TimeStep *stepN)
virtual void	computeBd_matrixAt (GaussPoint *, FloatMatrix &, int=1, int=ALL_STRAINS)
virtual void	computeNd_matrixAt (const FloatArray &lCoords, FloatMatrix &N)
Private Attributes inherited from oofem::PhaseFieldElement
double	internalLength
double	criticalEnergy
double	relaxationTime
IntArray	loc_u
IntArray	loc_d

Detailed Description

This class implements a two dimensional interface element. Even if geometry approx is quadratic, the element is assumed straight If not straight, the rotation matrix depends on actual integration point and stiffness and strain computations should be modified.

Definition at line 53 of file intelline1PF.h.

Constructor & Destructor Documentation

◆ IntElLine1PF()

oofem::IntElLine1PF::IntElLine1PF	(	int	n,
		Domain *	d )

Definition at line 56 of file intelline1PF.C.

References alpha, deltaAlpha, oofem::Element::numberOfDofMans, oldAlpha, oofem::PhaseFieldElement::PhaseFieldElement(), prescribed_damage, and oofem::StructuralInterfaceElement::StructuralInterfaceElement().

Member Function Documentation

◆ computeAreaAround()

double oofem::IntElLine1PF::computeAreaAround ( GaussPoint * gp )

overridevirtual

Implements oofem::StructuralInterfaceElement.

Definition at line 121 of file intelline1PF.C.

References computeCovarBaseVectorAt(), oofem::CS_Thickness, oofem::Element::giveCrossSection(), oofem::GaussPoint::giveWeight(), and oofem::norm().

Referenced by computeStiffnessMatrix_dd(), computeStiffnessMatrix_ud(), computeStiffnessMatrix_uu(), giveInternalForcesVectorUD(), and solveForLocalDamage().

◆ computeBd_vectorAt()

void oofem::IntElLine1PF::computeBd_vectorAt	(	GaussPoint *	gp,
		FloatArray &	B )

virtual

Definition at line 753 of file intelline1PF.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), computeCovarBaseVectorAt(), oofem::FloatArray::dotProduct(), giveElement(), giveInterpolation(), oofem::GaussPoint::giveNaturalCoordinates(), oofem::FloatMatrix::giveNumberOfRows(), oofem::FloatArray::resize(), oofem::StructuralInterfaceElement::StructuralInterfaceElement(), and oofem::FloatArray::times().

Referenced by computeStiffnessMatrix_dd(), giveInternalForcesVectorUD(), and solveForLocalDamage().

◆ computeCovarBaseVectorAt()

FloatArrayF< 2 > oofem::IntElLine1PF::computeCovarBaseVectorAt ( GaussPoint * gp ) const

Definition at line 103 of file intelline1PF.C.

References oofem::FloatArrayF< N >::at(), oofem::FloatMatrix::at(), giveInterpolation(), oofem::GaussPoint::giveNaturalCoordinates(), oofem::Element::giveNode(), oofem::Element::giveNumberOfNodes(), oofem::FloatMatrix::giveNumberOfRows(), and interp.

Referenced by computeAreaAround(), computeBd_vectorAt(), and computeTransformationMatrixAt().

◆ computeDamageAt()

double oofem::IntElLine1PF::computeDamageAt	(	GaussPoint *	gp,
		ValueModeType	valueMode,
		TimeStep *	stepN )

virtual

Definition at line 547 of file intelline1PF.C.

References alpha, oofem::FloatArray::dotProduct(), oofem::FEInterpolation::evalN(), giveElement(), oofem::Element::giveInterpolation(), oofem::GaussPoint::giveNaturalCoordinates(), oldAlpha, and oofem::StructuralInterfaceElement::StructuralInterfaceElement().

Referenced by computeOldG(), computeStiffnessMatrix_dd(), and giveInternalForcesVectorUD().

◆ computeFreeEnergy()

double oofem::IntElLine1PF::computeFreeEnergy	(	GaussPoint *	gp,
		TimeStep *	tStep )

virtual

Definition at line 677 of file intelline1PF.C.

References oofem::FloatArray::at(), oofem::FloatArray::dotProduct(), oofem::GaussPoint::giveMaterialStatus(), oofem::StructuralInterfaceMaterialStatus::giveTempFirstPKTraction(), and oofem::StructuralInterfaceMaterialStatus::giveTempJump().

Referenced by computeStiffnessMatrix_dd(), giveInternalForcesVectorUD(), and solveForLocalDamage().

◆ computeGaussPoints()

void oofem::IntElLine1PF::computeGaussPoints ( )

overrideprotectedvirtual

Initializes the array of integration rules member variable. Element can have multiple integration rules for different tasks. For example structural element family class uses this feature to implement transparent support for reduced and selective integration of some strain components. Must be defined by terminator classes.

See also: IntegrationRule

Reimplemented from oofem::Element.

Definition at line 91 of file intelline1PF.C.

References oofem::Element::integrationRulesArray, and oofem::Element::numberOfGaussPoints.

◆ computeGMatrix()

void oofem::IntElLine1PF::computeGMatrix	(	FloatMatrix &	answer,
		const double	damage,
		GaussPoint *	gp,
		ValueModeType	valueMode,
		TimeStep *	stepN )

Definition at line 518 of file intelline1PF.C.

References oofem::FloatMatrix::at(), oofem::GaussPoint::giveMaterialStatus(), oofem::StructuralInterfaceMaterialStatus::giveTempJump(), prescribed_damage, oofem::FloatMatrix::resize(), and oofem::FloatMatrix::zero().

Referenced by computeStiffnessMatrix_uu(), and giveInternalForcesVectorUD().

◆ computeLocationArrayOfDofIDs()

void oofem::IntElLine1PF::computeLocationArrayOfDofIDs	(	const IntArray &	dofIdArray,
		IntArray &	answer )

virtual

Definition at line 723 of file intelline1PF.C.

References oofem::IntArray::at(), oofem::Element::giveDofManager(), oofem::DofManager::giveDofWithID(), giveElement(), oofem::Element::giveNumberOfDofManagers(), oofem::DofManager::giveNumberOfDofs(), oofem::IntArray::giveSize(), oofem::DofManager::hasDofID(), oofem::IntArray::resize(), and oofem::StructuralInterfaceElement::StructuralInterfaceElement().

Referenced by computeStiffnessMatrix(), and giveInternalForcesVector().

◆ computeNd_vectorAt()

void oofem::IntElLine1PF::computeNd_vectorAt	(	const FloatArray &	lCoords,
		FloatArray &	N )

virtual

Definition at line 744 of file intelline1PF.C.

References oofem::FEInterpolation::evalN(), giveElement(), oofem::Element::giveInterpolation(), N, and oofem::StructuralInterfaceElement::StructuralInterfaceElement().

Referenced by computeStiffnessMatrix_dd(), computeStiffnessMatrix_ud(), computeStiffnessMatrix_uu(), giveInternalForcesVectorUD(), and solveForLocalDamage().

◆ computeNmatrixAt()

void oofem::IntElLine1PF::computeNmatrixAt	(	GaussPoint *	gp,
		FloatMatrix &	answer )

overrideprotectedvirtual

Computes modified interpolation matrix (N) for the element which multiplied with the unknowns vector (u) produces the spatial jump.

Parameters

gp	Integration point for which answer is assembled.
answer	Interpolation matrix evaluated at gp.

Implements oofem::StructuralInterfaceElement.

Definition at line 72 of file intelline1PF.C.

References oofem::FloatMatrix::at(), giveInterpolation(), oofem::GaussPoint::giveNaturalCoordinates(), interp, N, oofem::FloatMatrix::resize(), and oofem::FloatMatrix::zero().

Referenced by computeStiffnessMatrix_ud(), computeStiffnessMatrix_uu(), and giveInternalForcesVectorUD().

◆ computeNumberOfDofs()

int oofem::IntElLine1PF::computeNumberOfDofs ( )

inlineoverridevirtual

Computes or simply returns total number of element's local DOFs. Must be defined by particular element.

Returns: Number of local DOFs of element.

Reimplemented from oofem::Element.

Definition at line 63 of file intelline1PF.h.

Referenced by computeStiffnessMatrix(), and giveInternalForcesVector().

◆ computeOldG()

double oofem::IntElLine1PF::computeOldG	(	GaussPoint *	gp,
		ValueModeType	valueMode,
		TimeStep *	stepN )

Definition at line 697 of file intelline1PF.C.

References computeDamageAt().

◆ computeStiffnessMatrix()

void oofem::IntElLine1PF::computeStiffnessMatrix	(	FloatMatrix &	answer,
		MatResponseMode	rMode,
		TimeStep *	tStep )

overridevirtual

Computes the stiffness/tangent matrix of receiver. Default implementation computes element stiffness using \( K=\int_{\Gamma} N^{\mathrm{T}} D N \mathrm{d}V \) formulae, where \( N \) is the element geometric matrix such that \( j = N a \) and \( D \) is the stiffness matrix of the interface material. Numerical integration procedure uses integrationRulesArray for numerical integration.

The geometrical matrix is obtained using computeNmatrixAt service and the constitutive matrix is obtained using computeConstitutiveMatrixAt service.

For higher numerical performance, only one half of stiffness matrix is computed and answer is then symmetrized. Therefore, if element matrix will be generally nonsymmetric, one must specialize this method. Finally, the result is transformed into global coordinate system (or nodal coordinate system, if it is defined).

Parameters

answer	Computed stiffness matrix (symmetric).
rMode	Response mode.
tStep	Time step.

Todo: this part is enough to do once

Reimplemented from oofem::StructuralInterfaceElement.

Definition at line 173 of file intelline1PF.C.

References oofem::FloatMatrix::assemble(), oofem::FloatMatrix::beTranspositionOf(), oofem::PhaseFieldElement::computeDamageUnknowns(), oofem::PhaseFieldElement::computeDisplacementUnknowns(), computeLocationArrayOfDofIDs(), computeNumberOfDofs(), computeStiffnessMatrix_dd(), computeStiffnessMatrix_uu(), deltaUnknownVectorD, giveDofManDofIDMask_d(), giveDofManDofIDMask_u(), oofem::PhaseFieldElement::loc_d, oofem::PhaseFieldElement::loc_u, oofem::FloatMatrix::resize(), solveForLocalDamage(), unknownVectorD, unknownVectorU, and oofem::FloatMatrix::zero().

◆ computeStiffnessMatrix_dd()

void oofem::IntElLine1PF::computeStiffnessMatrix_dd	(	FloatMatrix &	answer,
		MatResponseMode	rMode,
		TimeStep *	tStep )

virtual

◆ computeStiffnessMatrix_ud()

void oofem::IntElLine1PF::computeStiffnessMatrix_ud	(	FloatMatrix &	answer,
		MatResponseMode	rMode,
		TimeStep *	tStep )

virtual

◆ computeStiffnessMatrix_uu()

void oofem::IntElLine1PF::computeStiffnessMatrix_uu	(	FloatMatrix &	answer,
		MatResponseMode	rMode,
		TimeStep *	tStep )

virtual

◆ computeTransformationMatrixAt()

void oofem::IntElLine1PF::computeTransformationMatrixAt	(	GaussPoint *	gp,
		FloatMatrix &	answer )

overridevirtual

Implements oofem::StructuralInterfaceElement.

Definition at line 149 of file intelline1PF.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), computeCovarBaseVectorAt(), oofem::FloatArray::normalize(), and oofem::FloatMatrix::resize().

Referenced by computeStiffnessMatrix_uu().

◆ giveApproxOrder()

virtual int oofem::IntElLine1PF::giveApproxOrder ( )

inlineprotectedvirtual

Definition at line 149 of file intelline1PF.h.

◆ giveClassName()

const char * oofem::IntElLine1PF::giveClassName ( ) const

inlineoverridevirtual

Returns: Class name of the receiver.

Reimplemented from oofem::Element.

Definition at line 76 of file intelline1PF.h.

◆ giveDofManDofIDMask()

void oofem::IntElLine1PF::giveDofManDofIDMask	(	int	inode,
		IntArray &	answer ) const

overridevirtual

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::Element.

Definition at line 142 of file intelline1PF.C.

◆ giveDofManDofIDMask_d()

void oofem::IntElLine1PF::giveDofManDofIDMask_d ( IntArray & answer )

overridevirtual

Implements oofem::PhaseFieldElement.

Definition at line 716 of file intelline1PF.C.

Referenced by computeStiffnessMatrix(), and giveInternalForcesVector().

◆ giveDofManDofIDMask_u()

void oofem::IntElLine1PF::giveDofManDofIDMask_u ( IntArray & answer )

overridevirtual

Implements oofem::PhaseFieldElement.

Definition at line 708 of file intelline1PF.C.

Referenced by computeStiffnessMatrix(), and giveInternalForcesVector().

◆ giveElement()

StructuralInterfaceElement * oofem::IntElLine1PF::giveElement ( )

inlineoverridevirtual

Implements oofem::PhaseFieldElement.

Definition at line 94 of file intelline1PF.h.

References oofem::StructuralInterfaceElement::StructuralInterfaceElement().

Referenced by computeBd_vectorAt(), computeDamageAt(), computeLocationArrayOfDofIDs(), and computeNd_vectorAt().

◆ giveEngTraction()

void oofem::IntElLine1PF::giveEngTraction	(	FloatArray &	answer,
		GaussPoint *	gp,
		const FloatArray &	jump,
		TimeStep *	tStep )

inlineoverridevirtual

Reimplemented from oofem::StructuralInterfaceElement.

Definition at line 79 of file intelline1PF.h.

References oofem::StructuralInterfaceCrossSection::giveEngTraction_2d(), and oofem::StructuralInterfaceElement::giveInterfaceCrossSection().

◆ giveGeometryType()

Element_Geometry_Type oofem::IntElLine1PF::giveGeometryType ( ) const

inlineoverrideprotectedvirtual

Returns the element geometry type. This information is assumed to be of general interest, but it is required only for some specialized tasks.

Returns: Geometry type of element.

Implements oofem::Element.

Definition at line 150 of file intelline1PF.h.

◆ giveInputRecordName()

const char * oofem::IntElLine1PF::giveInputRecordName ( ) const

inlineoverridevirtual

Returns: Input record name of the receiver.

Implements oofem::FEMComponent.

Definition at line 75 of file intelline1PF.h.

References _IFT_IntElLine1PF_Name.

◆ giveInternalForcesVector()

void oofem::IntElLine1PF::giveInternalForcesVector	(	FloatArray &	answer,
		TimeStep *	tStep,
		int	useUpdatedGpRecord = 0 )

overridevirtual

Returns equivalent nodal forces vectors. Useful for nonlinear analysis. Default implementation computes result as \( F=\int_v B^{\mathrm{T}} \sigma \mathrm{d}V \), where \( \sigma \) is the real element stress vector obtained using computeStressVector service (if useUpdatedGpRecord=0) or (if useUpdatedGpRecord=1) from integration point status. The geometric matrix is obtained using computeBmatrixAt service. Integration is performed using default integration rule, which should produce always valid results, assuming that strains used for computation of stresses are valid.

Parameters

answer	Internal nodal forces vector.
tStep	Time step.
useUpdatedGpRecord	If equal to zero, the stresses in integration points are computed (slow but safe), else if nonzero the stresses are taken directly from integration point status (should be derived from StructuralMaterialStatus) (fast, but engineering model must ensure valid status data in each integration point).

Reimplemented from oofem::StructuralInterfaceElement.

Definition at line 571 of file intelline1PF.C.

References oofem::FloatArray::assemble(), oofem::PhaseFieldElement::computeDamageUnknowns(), oofem::PhaseFieldElement::computeDisplacementUnknowns(), computeLocationArrayOfDofIDs(), computeNumberOfDofs(), deltaUnknownVectorD, giveDofManDofIDMask_d(), giveDofManDofIDMask_u(), giveInternalForcesVectorUD(), oofem::PhaseFieldElement::loc_d, oofem::PhaseFieldElement::loc_u, oofem::FloatArray::resize(), unknownVectorD, unknownVectorU, and oofem::FloatArray::zero().

◆ giveInternalForcesVectorUD()

void oofem::IntElLine1PF::giveInternalForcesVectorUD	(	FloatArray &	fu,
		FloatArray &	fd,
		TimeStep *	tStep,
		int	useUpdatedGpRecord = 0 )

virtual

Definition at line 597 of file intelline1PF.C.

References alpha, oofem::FloatArray::assemble(), oofem::FloatArray::at(), oofem::FloatArray::beProductOf(), computeAreaAround(), computeBd_vectorAt(), computeDamageAt(), computeFreeEnergy(), computeGMatrix(), oofem::PhaseFieldElement::computeGPrim(), computeNd_vectorAt(), computeNmatrixAt(), oofem::StructuralInterfaceElement::computeTraction(), oofem::FloatArray::dotProduct(), oofem::PhaseFieldElement::giveCriticalEnergy(), oofem::Element::giveDefaultIntegrationRulePtr(), oofem::PhaseFieldElement::giveInternalLength(), oofem::TimeStep::giveTimeIncrement(), neg_MaCauley(), oofem::FloatArray::plusProduct(), oofem::FloatArray::resize(), unknownVectorD, unknownVectorU, and oofem::FloatArray::zero().

Referenced by computeStiffnessMatrix_dd(), computeStiffnessMatrix_ud(), and giveInternalForcesVector().

◆ giveInterpolation()

FEInterpolation * oofem::IntElLine1PF::giveInterpolation ( ) const

overridevirtual

Returns: Interpolation of the element geometry, or NULL if none exist.

Reimplemented from oofem::Element.

Definition at line 166 of file intelline1PF.C.

References interp.

Referenced by computeBd_vectorAt(), computeCovarBaseVectorAt(), and computeNmatrixAt().

◆ giveNumberOfDofManagers()

int oofem::IntElLine1PF::giveNumberOfDofManagers ( ) const

inlineoverridevirtual

Returns: Number of dofmanagers of receiver.

Reimplemented from oofem::Element.

Definition at line 93 of file intelline1PF.h.

◆ giveStiffnessMatrix_Eng()

void oofem::IntElLine1PF::giveStiffnessMatrix_Eng	(	FloatMatrix &	answer,
		MatResponseMode	rMode,
		IntegrationPoint *	ip,
		TimeStep *	tStep )

inlineoverridevirtual

Reimplemented from oofem::StructuralInterfaceElement.

Definition at line 84 of file intelline1PF.h.

References oofem::StructuralInterfaceCrossSection::give2dStiffnessMatrix_Eng(), and oofem::StructuralInterfaceElement::giveInterfaceCrossSection().

Referenced by computeStiffnessMatrix_uu().

◆ initializeFrom()

void oofem::IntElLine1PF::initializeFrom ( InputRecord & ir )

overridevirtual

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. Note that initializeFrom may be called mutiple times.

See also: IR_GIVE_FIELD; IR_GIVE_OPTIONAL_FIELD

Parameters

ir	Input record to initialize from.
priority	Priority of the input record. This is used to determine the order of initialization

Reimplemented from oofem::FEMComponent.

Definition at line 130 of file intelline1PF.C.

References _IFT_IntElLine1PF_prescribedDamage, oofem::InputRecord::hasField(), IR_GIVE_FIELD, and prescribed_damage.

◆ MaCauley()

double oofem::IntElLine1PF::MaCauley ( double par ) const

inline

Definition at line 122 of file intelline1PF.h.

◆ MaCauleyPrime()

double oofem::IntElLine1PF::MaCauleyPrime ( double par ) const

inline

Definition at line 127 of file intelline1PF.h.

◆ neg_MaCauley()

double oofem::IntElLine1PF::neg_MaCauley ( double par ) const

inline

Definition at line 112 of file intelline1PF.h.

Referenced by giveInternalForcesVectorUD(), and solveForLocalDamage().

◆ neg_MaCauleyPrime()

double oofem::IntElLine1PF::neg_MaCauleyPrime ( double par ) const

inline

Definition at line 117 of file intelline1PF.h.

Referenced by computeStiffnessMatrix_dd(), and solveForLocalDamage().

◆ solveForLocalDamage()

void oofem::IntElLine1PF::solveForLocalDamage	(	FloatMatrix &	answer,
		TimeStep *	tStep )

◆ testElementExtension()

int oofem::IntElLine1PF::testElementExtension ( ElementExtension ext )

inlineoverridevirtual

Tests if the element implements required extension. ElementExtension type defines the list of all available element extensions.

Parameters

ext	Extension to be tested.

Returns: Nonzero if extension supported.

See also: ElementExtension

Reimplemented from oofem::Element.

Definition at line 70 of file intelline1PF.h.

Member Data Documentation

◆ alpha

FloatArray oofem::IntElLine1PF::alpha

protected

Definition at line 142 of file intelline1PF.h.

Referenced by computeDamageAt(), computeStiffnessMatrix_uu(), giveInternalForcesVectorUD(), IntElLine1PF(), and solveForLocalDamage().

◆ deltaAlpha

FloatArray oofem::IntElLine1PF::deltaAlpha

protected

Definition at line 141 of file intelline1PF.h.

Referenced by IntElLine1PF(), and solveForLocalDamage().

◆ deltaUnknownVectorD

FloatArray oofem::IntElLine1PF::deltaUnknownVectorD

protected

Definition at line 139 of file intelline1PF.h.

Referenced by computeStiffnessMatrix(), computeStiffnessMatrix_ud(), and giveInternalForcesVector().

◆ interp

FEI2dLineLin oofem::IntElLine1PF::interp

staticprotected

Definition at line 56 of file intelline1PF.h.

Referenced by computeCovarBaseVectorAt(), computeNmatrixAt(), and giveInterpolation().

◆ oldAlpha

FloatArray oofem::IntElLine1PF::oldAlpha

protected

Definition at line 143 of file intelline1PF.h.

Referenced by computeDamageAt(), IntElLine1PF(), and solveForLocalDamage().

◆ prescribed_damage

double oofem::IntElLine1PF::prescribed_damage = 0.

protected

Definition at line 144 of file intelline1PF.h.

Referenced by computeGMatrix(), initializeFrom(), IntElLine1PF(), and solveForLocalDamage().

◆ unknownVectorD

FloatArray oofem::IntElLine1PF::unknownVectorD

protected

Definition at line 138 of file intelline1PF.h.

Referenced by computeStiffnessMatrix(), computeStiffnessMatrix_dd(), computeStiffnessMatrix_ud(), giveInternalForcesVector(), and giveInternalForcesVectorUD().

◆ unknownVectorU

FloatArray oofem::IntElLine1PF::unknownVectorU

protected

Definition at line 137 of file intelline1PF.h.

Referenced by computeStiffnessMatrix(), computeStiffnessMatrix_dd(), computeStiffnessMatrix_ud(), giveInternalForcesVector(), and giveInternalForcesVectorUD().

The documentation for this class was generated from the following files:

Public Member Functions

Protected Member Functions

Protected Attributes

Static Protected Attributes

Additional Inherited Members

Detailed Description

Constructor & Destructor Documentation

◆ IntElLine1PF()

Member Function Documentation

◆ computeAreaAround()

◆ computeBd_vectorAt()

◆ computeCovarBaseVectorAt()

◆ computeDamageAt()

◆ computeFreeEnergy()

◆ computeGaussPoints()

◆ computeGMatrix()

◆ computeLocationArrayOfDofIDs()

◆ computeNd_vectorAt()

◆ computeNmatrixAt()

◆ computeNumberOfDofs()

◆ computeOldG()

◆ computeStiffnessMatrix()

◆ computeStiffnessMatrix_dd()

◆ computeStiffnessMatrix_ud()

◆ computeStiffnessMatrix_uu()

◆ computeTransformationMatrixAt()

◆ giveApproxOrder()

◆ giveClassName()

◆ giveDofManDofIDMask()

◆ giveDofManDofIDMask_d()

◆ giveDofManDofIDMask_u()

◆ giveElement()

◆ giveEngTraction()

◆ giveGeometryType()

◆ giveInputRecordName()

◆ giveInternalForcesVector()

◆ giveInternalForcesVectorUD()

◆ giveInterpolation()

◆ giveNumberOfDofManagers()

◆ giveStiffnessMatrix_Eng()

◆ initializeFrom()

◆ MaCauley()

◆ MaCauleyPrime()

◆ neg_MaCauley()

◆ neg_MaCauleyPrime()

◆ solveForLocalDamage()

◆ testElementExtension()

Member Data Documentation

◆ alpha

◆ deltaAlpha

◆ deltaUnknownVectorD

◆ interp

◆ oldAlpha

◆ prescribed_damage

◆ unknownVectorD

◆ unknownVectorU