#include <AbaqusUserElement.h>

Inheritance diagram for oofem::AbaqusUserElement:

Collaboration diagram for oofem::AbaqusUserElement:

Public Member Functions
	AbaqusUserElement (int n, Domain *d)
	Constructor.
virtual	~AbaqusUserElement ()
	Destructor.
void	computeConsistentMassMatrix (FloatMatrix &answer, TimeStep tStep, double &mass, const double ipDensity=NULL) override
void	computeStiffnessMatrix (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) override
void	giveInternalForcesVector (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0) override
virtual void	giveInternalForcesVector (FloatArray &answer, TimeStep *tStep, FloatArray &U, FloatMatrix &DU, int useUpdatedGpRecord)
int	computeNumberOfDofs () override
void	giveDofManDofIDMask (int inode, IntArray &answer) const override
void	computeField (ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer) override
void	updateYourself (TimeStep *tStep) override
void	updateInternalState (TimeStep *tStep) override
bool	hasTangent () const
virtual void	letTempTangentBe (FloatMatrix &src)
virtual FloatMatrix &	letTempRhsBe (FloatMatrix &src)
virtual FloatArray &	letTempSvarsBe (FloatArray &src)
virtual const FloatArray &	giveStateVector () const
virtual const FloatArray &	giveTempStateVector () const
virtual const FloatMatrix &	giveTempTangent ()
void	initializeFrom (InputRecord &ir, int priority) override
void	giveInputRecord (DynamicInputRecord &input) override
void	postInitialize () override
	Performs post initialization steps. Called after all components are created and initialized.
const char *	giveClassName () const override
const char *	giveInputRecordName () const override
integrationDomain	giveIntegrationDomain () const override
Element_Geometry_Type	giveGeometryType () const override
Public Member Functions inherited from oofem::StructuralElement
	StructuralElement (int n, Domain *d)
virtual	~StructuralElement ()
	Destructor.
void	giveCharacteristicMatrix (FloatMatrix &answer, CharType, TimeStep *tStep) override
void	giveCharacteristicVector (FloatArray &answer, CharType type, ValueModeType mode, TimeStep *tStep) override
virtual void	computeMassMatrix (FloatMatrix &answer, TimeStep *tStep)
virtual void	computeLumpedMassMatrix (FloatMatrix &answer, TimeStep *tStep)
virtual void	giveMassMtrxIntegrationgMask (IntArray &answer)
void	computeStiffnessMatrix_withIRulesAsSubcells (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)
virtual void	computeInitialStressMatrix (FloatMatrix &answer, TimeStep *tStep)
virtual void	computeLumpedInitialStressMatrix (FloatMatrix &answer, TimeStep *tStep)
void	computeField (ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer) override
virtual void	giveInternalForcesVector_withIRulesAsSubcells (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0)
virtual void	computeStrainVector (FloatArray &answer, GaussPoint gp, TimeStep tStep)
int	giveIPValue (FloatArray &answer, GaussPoint gp, InternalStateType type, TimeStep tStep) override
virtual void	computeResultingIPTemperatureAt (FloatArray &answer, TimeStep tStep, GaussPoint gp, ValueModeType mode)
virtual void	computeResultingIPEigenstrainAt (FloatArray &answer, TimeStep tStep, GaussPoint gp, ValueModeType mode)
virtual void	computeNmatrixAt (const FloatArray &iLocCoord, FloatMatrix &answer)
void	updateBeforeNonlocalAverage (TimeStep *tStep) override
virtual void	giveNonlocalLocationArray (IntArray &locationArray, const UnknownNumberingScheme &us)
virtual void	addNonlocalStiffnessContributions (SparseMtrx &dest, const UnknownNumberingScheme &s, TimeStep *tStep)
int	adaptiveUpdate (TimeStep *tStep) override
void	updateInternalState (TimeStep *tStep) override
void	updateYourself (TimeStep *tStep) override
int	checkConsistency () override
void	giveInputRecord (DynamicInputRecord &input) override
const char *	giveClassName () const override
int	giveInternalStateAtNode (FloatArray &answer, InternalStateType type, InternalStateMode mode, int node, TimeStep *tStep) override
void	showSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) override
	Shows sparse structure.
void	showExtendedSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) override
	Shows extended sparse structure (for example, due to nonlocal interactions for tangent stiffness).
void	computeLoadVector (FloatArray &answer, BodyLoad load, CharType type, ValueModeType mode, TimeStep tStep) override
void	computeBoundarySurfaceLoadVector (FloatArray &answer, BoundaryLoad load, int boundary, CharType type, ValueModeType mode, TimeStep tStep, bool global=true) override
void	computeBoundaryEdgeLoadVector (FloatArray &answer, BoundaryLoad load, int boundary, CharType type, ValueModeType mode, TimeStep tStep, bool global=true) override
virtual void	computeEdgeNMatrix (FloatMatrix &answer, int boundaryID, const FloatArray &lcoords)
	computes edge interpolation matrix
virtual void	computeSurfaceNMatrix (FloatMatrix &answer, int boundaryID, const FloatArray &lcoords)
StructuralCrossSection *	giveStructuralCrossSection ()
	Helper function which returns the structural cross-section for the element.
virtual void	createMaterialStatus ()
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	computeTangentFromSurfaceLoad (FloatMatrix &answer, BoundaryLoad load, int boundary, MatResponseMode rmode, TimeStep tStep)
virtual void	computeTangentFromEdgeLoad (FloatMatrix &answer, BoundaryLoad load, int boundary, MatResponseMode rmode, TimeStep tStep)
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 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 () 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)
virtual int	giveNumberOfDofManagers () const
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 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 ()
virtual int	testElementExtension (ElementExtension ext)
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 int	computeGlobalCoordinates (FloatArray &answer, const FloatArray &lcoords)
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	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	giveInternalStateAtSide (FloatArray &answer, InternalStateType type, InternalStateMode mode, int side, TimeStep *tStep)
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	initializeFrom (InputRecord &ir)
virtual void	printYourself ()
	Prints receiver state on stdout. Useful for debugging.
virtual Interface *	giveInterface (InterfaceType t)
std::string	errorInfo (const char *func) const
	Returns string for prepending output (used by error reporting macros).

Protected Member Functions
void	computeStressVector (FloatArray &answer, const FloatArray &strain, GaussPoint gp, TimeStep tStep) override
void	computeConstitutiveMatrixAt (FloatMatrix &answer, MatResponseMode rMode, GaussPoint gp, TimeStep tStep) override
void	computeBmatrixAt (GaussPoint *, FloatMatrix &, int=1, int=ALL_STRAINS) override
int	giveIPValue (FloatArray &answer, GaussPoint gp, InternalStateType type, TimeStep tStep) override
virtual void	computePointLoadVectorAt (FloatArray &answer, Load load, TimeStep tStep, ValueModeType mode, bool global=true)
virtual void	giveEdgeDofMapping (IntArray &answer, int iEdge) const
virtual void	giveSurfaceDofMapping (IntArray &answer, int iSurf) const
virtual double	computeEdgeVolumeAround (GaussPoint *gp, int iEdge)
virtual double	computeSurfaceVolumeAround (GaussPoint *gp, int iSurf)
virtual int	computeLoadGToLRotationMtrx (FloatMatrix &answer)
virtual int	computeLoadLEToLRotationMatrix (FloatMatrix &answer, int iEdge, GaussPoint *gp)
virtual int	computeLoadLSToLRotationMatrix (FloatMatrix &answer, int iSurf, GaussPoint *gp)
virtual int	giveNumberOfIPForMassMtrxIntegration ()
void	condense (FloatMatrix stiff, FloatMatrix mass, FloatArray load, IntArray what)
virtual void	setupIRForMassMtrxIntegration (IntegrationRule &iRule)
virtual void	computeBodyLoadVectorAt (FloatArray &answer, Load load, TimeStep tStep, ValueModeType mode)
virtual void	computeGaussPoints ()

Private Attributes
void *	uelobj
	Dynamically loaded uel.
int	nCoords
	Coord transf.
IntArray	dofs
FloatMatrix	coords
int	numSvars
	Number of status variables.
FloatArray	props
	Element properties.
FloatArray	svars
	Status variables.
FloatArray	tempSvars
int	jtype
	Element type.
int	nrhs = 2
	Element rhs.
FloatMatrix	rhs
FloatMatrix	tempRHS
FloatMatrix	amatrx
	Element amatrx.
FloatMatrix	tempAmatrx
int	ndofel = 0
	ndofel
int	mcrd = 2
	mcrd
int	mlvarx = 1
	mlvarx
FloatArray	U
	Inputs to element routines. Velocity and Acceleration currently ignored.
FloatArray	V
FloatArray	A
FloatMatrix	DU
IntArray	lFlags
	LFlags.
int	kinc = 1
	kinc, kstep
int	kstep = 1
int	npredef = 1
	predef
FloatArray	predef
FloatArray	energy
	energy
int	ndLoad = 0
	loads
int	mdLoad = 0
FloatMatrix	adlmag
FloatMatrix	ddlmag
int *	jdltype = nullptr
double	params [3]
	params
IntArray	jprops
	jprops
bool	hasTangentFlag
	Keeps track of whether the tangent has been obtained already.
void(*	uel )(double rhs, double amatrx, double svars, double energy[8], int ndofel, int nrhs, int nsvars, double props, int nprops, double coords, int mcrd, int nnode, double u, double du, double v, double a, int jtype, double time[2], double dtime, int kstep, int kinc, int jelem, double params[3], int ndload, int jdltyp, double adlmag, double predef, int npredef, int lflags, int mvarx, double ddlmag, int mdload, double pnewdt, int jprops, int njprop, double *period)
	Pointer to the dynamically loaded uel-function (translated to C).
std::string	filename
	File containing the uel function.

Static Private Attributes
static ParamKey	IPK_AbaqusUserElement_userElement
static ParamKey	IPK_AbaqusUserElement_numcoords
static ParamKey	IPK_AbaqusUserElement_dofs
static ParamKey	IPK_AbaqusUserElement_numsvars
static ParamKey	IPK_AbaqusUserElement_properties
static ParamKey	IPK_AbaqusUserElement_type
static ParamKey	IPK_AbaqusUserElement_name

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

Detailed Description

UEL interface from Abaqus user elements.

The function prototype for UEL is: SUBROUTINE UEL(RHS,AMATRX,SVARS,ENERGY,NDOFEL,NRHS,NSVARS, PROPS,NPROPS,COORDS,MCRD,NNODE,U,DU,V,A,JTYPE,TIME, DTIME,KSTEP,KINC,JELEM,PARAMS,NDLOAD,JDLTYP,ADLMAG, PREDEF,NPREDF,LFLAGS,MLVARX,DDLMAG,MDLOAD,PNEWDT, JPROPS,NJPROP,PERIOD)

DIMENSION RHS(MLVARX,*),AMATRX(NDOFEL,NDOFEL), SVARS(NSVARS),ENERGY(8),PROPS(*),COORDS(MCRD,NNODE), U(NDOFEL),DU(MLVARX,*),V(NDOFEL),A(NDOFEL),TIME(2), PARAMS(3),JDLTYP(MDLOAD,*),ADLMAG(MDLOAD,*), DDLMAG(MDLOAD,*),PREDEF(2,NPREDF,NNODE),LFLAGS(*), JPROPS(*)

Author: Giovanni

Definition at line 76 of file AbaqusUserElement.h.

Constructor & Destructor Documentation

◆ AbaqusUserElement()

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

Constructor.

Definition at line 63 of file AbaqusUserElement.C.

References hasTangentFlag, oofem::StructuralElement::StructuralElement(), uel, and uelobj.

◆ ~AbaqusUserElement()

oofem::AbaqusUserElement::~AbaqusUserElement ( )

virtual

Destructor.

Definition at line 67 of file AbaqusUserElement.C.

References uelobj.

Member Function Documentation

◆ computeBmatrixAt()

void oofem::AbaqusUserElement::computeBmatrixAt	(	GaussPoint *	gp,
		FloatMatrix &	answer,
		int	lowerIndx = 1,
		int	upperIndx = ALL_STRAINS )

inlineoverrideprotectedvirtual

Computes the geometrical matrix of receiver in given integration point. The product of this matrix (assembled at given integration point) and element displacement vector is element strain vector. If lowerIndx and upperIndx parameters are specified, answer is formed only for strains within this interval. This will affects the size of answer.

Parameters

gp	Integration point for which answer is computed.
answer	Geometric matrix of receiver.
lowerIndx	If specified, answer is formed only for strain with index equal and greater than lowerIndx. This parameter has default value 1 (answer is formed from first strain).
upperIndx	If specified, answer is formed only for strain with index less and equal than upperIndx. This parameter has default value ALL_STRAINS (answer is formed for all strains).

Implements oofem::StructuralElement.

Definition at line 228 of file AbaqusUserElement.h.

References ALL_STRAINS, and OOFEM_ERROR.

◆ computeConsistentMassMatrix()

void oofem::AbaqusUserElement::computeConsistentMassMatrix	(	FloatMatrix &	answer,
		TimeStep *	tStep,
		double &	mass,
		const double *	ipDensity = NULL )

overridevirtual

Computes consistent mass matrix of receiver using numerical integration over element volume. Mass matrix is computed as \( M = \int_V N^{\mathrm{T}} \rho N dV \), where \( N \) is displacement approximation matrix. The number of necessary integration points is determined using this->giveNumberOfIPForMassMtrxIntegration service. Only selected degrees of freedom participate in integration of mass matrix. This is described using dof mass integration mask. This mask is obtained from this->giveMassMtrxIntegrationgMask service. The nonzero mask value at i-th position indicates that i-th element DOF participates in mass matrix computation. The result is in element local coordinate system.

Parameters

answer	Mass matrix.
tStep	Time step.
mass	Total mass of receiver.

Reimplemented from oofem::StructuralElement.

Definition at line 306 of file AbaqusUserElement.C.

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

◆ computeConstitutiveMatrixAt()

void oofem::AbaqusUserElement::computeConstitutiveMatrixAt	(	FloatMatrix &	answer,
		MatResponseMode	rMode,
		GaussPoint *	gp,
		TimeStep *	tStep )

inlineoverrideprotectedvirtual

Computes constitutive matrix of receiver. Default implementation uses element cross section giveCharMaterialStiffnessMatrix service.

Parameters

answer	Constitutive matrix.
rMode	Material response mode of answer.
gp	Integration point for which constitutive matrix is computed.
tStep	Time step.

Implements oofem::StructuralElement.

Definition at line 224 of file AbaqusUserElement.h.

References OOFEM_ERROR.

◆ computeField()

void oofem::AbaqusUserElement::computeField	(	ValueModeType	mode,
		TimeStep *	tStep,
		const FloatArray &	lcoords,
		FloatArray &	answer )

inlineoverridevirtual

Computes the unknown vector interpolated at the specified local coordinates. Used for exporting data and mapping fields.

See also: giveElementDofIDMask The unknown vector should match the element field as specified by the element dof IDs.

Parameters

mode	Mode (total, increment, etc) of the output
tStep	Time step to evaluate at
lcoords	Local coordinates to evaluate at
answer	Results

Reimplemented from oofem::Element.

Definition at line 182 of file AbaqusUserElement.h.

References OOFEM_ERROR.

◆ computeNumberOfDofs()

int oofem::AbaqusUserElement::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 180 of file AbaqusUserElement.h.

◆ computeStiffnessMatrix()

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

overridevirtual

Computes numerically stiffness matrix of receiver. Default implementation computes element stiffness using \( K=\int_v B^{\mathrm{T}} D B \mathrm{d}V \) formulae, where \( B \) is element geometric matrix and \( D \) is material stiffness matrix. No geometrical nonlinearity is taken into account. NUmerical integration procedure uses integrationRulesArray for numerical integration. Support for reduced or selected integration is implemented. The individual integration rules are assumed to correspond to different terms from which the overall matrix is assembled.

If there is one integration rule, the full integration of all coefficients is performed. Otherwise, integration is performed using following rules. Each integration rule can specify start and end strain index of strain vector components for which is valid. It is necessary to ensure that these start and end indexes, dividing geometrical matrix into blocks, are not overlapping and that each strain component is included.

Then stiffness matrix is obtained as summation of integrals \( I_{ij}=\int_v B^{\mathrm{T}}_i D_{ij} B_j \mathrm{d}V \) where \( B_i \) is i-th block of geometrical matrix and \( D_{ij} \) is corresponding constitutive sub-matrix. The geometrical matrix is obtained using computeBmatrixAt service and the constitutive matrix is obtained using computeConstitutiveMatrixAt service. The \( I_{ij} \) integral is evaluated using such integration rule, which is valid for i-th or j-th block and has smaller number of integration points.

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.

Reimplemented from oofem::StructuralElement.

Definition at line 187 of file AbaqusUserElement.C.

References DU, giveInternalForcesVector(), giveTempTangent(), hasTangent(), and U.

◆ computeStressVector()

void oofem::AbaqusUserElement::computeStressVector	(	FloatArray &	answer,
		const FloatArray &	strain,
		GaussPoint *	gp,
		TimeStep *	tStep )

inlineoverrideprotectedvirtual

Computes the stress vector of receiver at given integration point, at time step tStep. The nature of these stresses depends on the element's type.

Parameters

answer	Stress vector.
strain	Strain vector.
gp	Integration point.
tStep	Time step.

Implements oofem::StructuralElement.

Definition at line 221 of file AbaqusUserElement.h.

References OOFEM_ERROR.

◆ giveClassName()

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

inlineoverridevirtual

Returns: Class name of the receiver.

Implements oofem::FEMComponent.

Definition at line 215 of file AbaqusUserElement.h.

◆ giveDofManDofIDMask()

void oofem::AbaqusUserElement::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 182 of file AbaqusUserElement.C.

References dofs.

◆ giveGeometryType()

Element_Geometry_Type oofem::AbaqusUserElement::giveGeometryType ( ) const

inlineoverridevirtual

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 218 of file AbaqusUserElement.h.

◆ giveInputRecord()

void oofem::AbaqusUserElement::giveInputRecord ( DynamicInputRecord & input )

overridevirtual

Setups the input record string of receiver.

Parameters

input Dynamic input record to be filled by receiver.

Reimplemented from oofem::FEMComponent.

Definition at line 170 of file AbaqusUserElement.C.

References coords, dofs, filename, oofem::StructuralElement::giveInputRecord(), IPK_AbaqusUserElement_dofs, IPK_AbaqusUserElement_numcoords, IPK_AbaqusUserElement_numsvars, IPK_AbaqusUserElement_properties, IPK_AbaqusUserElement_type, IPK_AbaqusUserElement_userElement, jtype, numSvars, props, and oofem::DynamicInputRecord::setField().

◆ giveInputRecordName()

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

inlineoverridevirtual

Returns: Input record name of the receiver.

Implements oofem::FEMComponent.

Definition at line 216 of file AbaqusUserElement.h.

References _IFT_AbaqusUserElement_Name.

◆ giveIntegrationDomain()

integrationDomain oofem::AbaqusUserElement::giveIntegrationDomain ( ) const

inlineoverridevirtual

Returns integration domain for receiver, used to initialize integration point over receiver volume. Default behavior is taken from the default interpolation.

Returns: Integration domain of element.

Reimplemented from oofem::Element.

Definition at line 217 of file AbaqusUserElement.h.

References oofem::_UnknownIntegrationDomain.

◆ giveInternalForcesVector() [1/2]

void oofem::AbaqusUserElement::giveInternalForcesVector	(	FloatArray &	answer,
		TimeStep *	tStep,
		FloatArray &	U,
		FloatMatrix &	DU,
		int	useUpdatedGpRecord )

virtual

Definition at line 228 of file AbaqusUserElement.C.

References A, adlmag, coords, oofem::FloatMatrix::copyColumn(), ddlmag, DU, energy, oofem::FloatArray::givePointer(), oofem::FloatMatrix::givePointer(), giveStateVector(), oofem::TimeStep::giveTargetTime(), oofem::TimeStep::giveTimeIncrement(), jdltype, jprops, jtype, kinc, kstep, letTempRhsBe(), letTempSvarsBe(), letTempTangentBe(), lFlags, mcrd, mdLoad, mlvarx, ndLoad, ndofel, oofem::FloatMatrix::negated(), npredef, nrhs, numSvars, params, predef, props, rhs, U, uel, and V.

◆ giveInternalForcesVector() [2/2]

void oofem::AbaqusUserElement::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::StructuralElement.

Definition at line 214 of file AbaqusUserElement.C.

References oofem::Element::computeVectorOf(), DU, oofem::Domain::giveClassName(), oofem::FEMComponent::giveDomain(), giveInternalForcesVector(), and U.

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

◆ giveIPValue()

int oofem::AbaqusUserElement::giveIPValue	(	FloatArray &	answer,
		GaussPoint *	gp,
		InternalStateType	type,
		TimeStep *	tStep )

inlineoverrideprotectedvirtual

Returns the integration point corresponding value in full form.

Parameters

answer	Contain corresponding integration point value, zero sized if not available.
gp	Integration point to check.
type	Determines the type of internal variable.
tStep	Time step.

Returns: Nonzero if o.k, zero otherwise.

Todo: Which "error type" should be used? Why are there several? I don't see the point of this enum when there could be different function calls just as well (and different IST values)

Reimplemented from oofem::Element.

Definition at line 232 of file AbaqusUserElement.h.

References OOFEM_ERROR.

◆ giveStateVector()

virtual const FloatArray & oofem::AbaqusUserElement::giveStateVector ( ) const

inlinevirtual

Definition at line 200 of file AbaqusUserElement.h.

References svars.

Referenced by giveInternalForcesVector().

◆ giveTempStateVector()

virtual const FloatArray & oofem::AbaqusUserElement::giveTempStateVector ( ) const

inlinevirtual

Definition at line 203 of file AbaqusUserElement.h.

References tempSvars.

◆ giveTempTangent()

virtual const FloatMatrix & oofem::AbaqusUserElement::giveTempTangent ( )

inlinevirtual

Definition at line 206 of file AbaqusUserElement.h.

References tempAmatrx.

Referenced by computeStiffnessMatrix().

◆ hasTangent()

bool oofem::AbaqusUserElement::hasTangent ( ) const

inline

Definition at line 187 of file AbaqusUserElement.h.

References hasTangentFlag.

Referenced by computeStiffnessMatrix().

◆ initializeFrom()

void oofem::AbaqusUserElement::initializeFrom	(	InputRecord &	ir,
		int	priority )

overridevirtual

Reimplemented from oofem::FEMComponent.

Definition at line 81 of file AbaqusUserElement.C.

References dofs, oofem::Domain::elementPPM, filename, oofem::FEMComponent::giveDomain(), oofem::Element::initializeFrom(), IPK_AbaqusUserElement_dofs, IPK_AbaqusUserElement_numcoords, IPK_AbaqusUserElement_numsvars, IPK_AbaqusUserElement_properties, IPK_AbaqusUserElement_type, IPK_AbaqusUserElement_userElement, jtype, nCoords, oofem::FEMComponent::number, numSvars, PM_UPDATE_PARAMETER, and props.

◆ letTempRhsBe()

virtual FloatMatrix & oofem::AbaqusUserElement::letTempRhsBe ( FloatMatrix & src )

inlinevirtual

Definition at line 194 of file AbaqusUserElement.h.

References tempRHS.

Referenced by giveInternalForcesVector().

◆ letTempSvarsBe()

virtual FloatArray & oofem::AbaqusUserElement::letTempSvarsBe ( FloatArray & src )

inlinevirtual

Definition at line 197 of file AbaqusUserElement.h.

References tempSvars.

Referenced by giveInternalForcesVector().

◆ letTempTangentBe()

virtual void oofem::AbaqusUserElement::letTempTangentBe ( FloatMatrix & src )

inlinevirtual

Definition at line 190 of file AbaqusUserElement.h.

References hasTangentFlag, and tempAmatrx.

Referenced by giveInternalForcesVector().

◆ postInitialize()

void oofem::AbaqusUserElement::postInitialize ( )

overridevirtual

Performs post initialization steps. Called after all components are created and initialized.

Reimplemented from oofem::FEMComponent.

Definition at line 95 of file AbaqusUserElement.C.

References _IFT_AbaqusUserElement_name, A, amatrx, coords, oofem::Element::dofManArray, DU, oofem::Domain::elementPPM, energy, filename, oofem::DofManager::giveCoordinate(), oofem::FEMComponent::giveDomain(), oofem::Element::giveNode(), IPK_AbaqusUserElement_numcoords, IPK_AbaqusUserElement_numsvars, IPK_AbaqusUserElement_properties, IPK_AbaqusUserElement_type, IPK_AbaqusUserElement_userElement, IR_GIVE_OPTIONAL_FIELD, jtype, lFlags, mcrd, mlvarx, nCoords, ndofel, npredef, nrhs, oofem::FEMComponent::number, oofem::Element::numberOfDofMans, numSvars, OOFEM_ERROR, PM_ELEMENT_ERROR_IFNOTSET, oofem::Element::postInitialize(), predef, rhs, svars, U, uel, uelobj, and V.

◆ updateInternalState()

void oofem::AbaqusUserElement::updateInternalState ( TimeStep * tStep )

overridevirtual

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.

See also: Material::updateYourself; IntegrationRule::updateYourself; GaussPoint::updateYourself; Element::updateInternalState

Reimplemented from oofem::Element.

Definition at line 208 of file AbaqusUserElement.C.

References giveInternalForcesVector().

◆ updateYourself()

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

overridevirtual

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.

See also: Material::updateYourself; IntegrationRule::updateYourself; GaussPoint::updateYourself; Element::updateInternalState

Reimplemented from oofem::Element.

Definition at line 199 of file AbaqusUserElement.C.

References amatrx, hasTangentFlag, rhs, svars, tempAmatrx, tempRHS, tempSvars, and oofem::StructuralElement::updateYourself().

Member Data Documentation

◆ A

FloatArray oofem::AbaqusUserElement::A

private

Definition at line 116 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), and postInitialize().

◆ adlmag

FloatMatrix oofem::AbaqusUserElement::adlmag

private

Definition at line 136 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

◆ amatrx

FloatMatrix oofem::AbaqusUserElement::amatrx

private

Element amatrx.

Definition at line 104 of file AbaqusUserElement.h.

Referenced by postInitialize(), and updateYourself().

◆ coords

FloatMatrix oofem::AbaqusUserElement::coords

private

Definition at line 85 of file AbaqusUserElement.h.

Referenced by giveInputRecord(), giveInternalForcesVector(), and postInitialize().

◆ ddlmag

FloatMatrix oofem::AbaqusUserElement::ddlmag

private

Definition at line 136 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

◆ dofs

IntArray oofem::AbaqusUserElement::dofs

private

Definition at line 84 of file AbaqusUserElement.h.

Referenced by giveDofManDofIDMask(), giveInputRecord(), and initializeFrom().

◆ DU

FloatMatrix oofem::AbaqusUserElement::DU

private

Definition at line 117 of file AbaqusUserElement.h.

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

◆ energy

FloatArray oofem::AbaqusUserElement::energy

private

energy

Definition at line 130 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), and postInitialize().

◆ filename

std::string oofem::AbaqusUserElement::filename

private

File containing the uel function.

Definition at line 158 of file AbaqusUserElement.h.

Referenced by giveInputRecord(), initializeFrom(), and postInitialize().

◆ hasTangentFlag

bool oofem::AbaqusUserElement::hasTangentFlag

private

Keeps track of whether the tangent has been obtained already.

Definition at line 146 of file AbaqusUserElement.h.

Referenced by AbaqusUserElement(), hasTangent(), letTempTangentBe(), and updateYourself().

◆ IPK_AbaqusUserElement_dofs

ParamKey oofem::AbaqusUserElement::IPK_AbaqusUserElement_dofs

staticprivate

Definition at line 162 of file AbaqusUserElement.h.

Referenced by giveInputRecord(), and initializeFrom().

◆ IPK_AbaqusUserElement_name

ParamKey oofem::AbaqusUserElement::IPK_AbaqusUserElement_name

staticprivate

Definition at line 166 of file AbaqusUserElement.h.

◆ IPK_AbaqusUserElement_numcoords

ParamKey oofem::AbaqusUserElement::IPK_AbaqusUserElement_numcoords

staticprivate

Definition at line 161 of file AbaqusUserElement.h.

Referenced by giveInputRecord(), initializeFrom(), and postInitialize().

◆ IPK_AbaqusUserElement_numsvars

ParamKey oofem::AbaqusUserElement::IPK_AbaqusUserElement_numsvars

staticprivate

Definition at line 163 of file AbaqusUserElement.h.

Referenced by giveInputRecord(), initializeFrom(), and postInitialize().

◆ IPK_AbaqusUserElement_properties

ParamKey oofem::AbaqusUserElement::IPK_AbaqusUserElement_properties

staticprivate

Definition at line 164 of file AbaqusUserElement.h.

Referenced by giveInputRecord(), initializeFrom(), and postInitialize().

◆ IPK_AbaqusUserElement_type

ParamKey oofem::AbaqusUserElement::IPK_AbaqusUserElement_type

staticprivate

Definition at line 165 of file AbaqusUserElement.h.

Referenced by giveInputRecord(), initializeFrom(), and postInitialize().

◆ IPK_AbaqusUserElement_userElement

ParamKey oofem::AbaqusUserElement::IPK_AbaqusUserElement_userElement

staticprivate

Definition at line 160 of file AbaqusUserElement.h.

Referenced by giveInputRecord(), initializeFrom(), and postInitialize().

◆ jdltype

int* oofem::AbaqusUserElement::jdltype = nullptr

private

Definition at line 137 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

◆ jprops

IntArray oofem::AbaqusUserElement::jprops

private

jprops

Definition at line 143 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

◆ jtype

int oofem::AbaqusUserElement::jtype

private

Element type.

Definition at line 97 of file AbaqusUserElement.h.

Referenced by giveInputRecord(), giveInternalForcesVector(), initializeFrom(), and postInitialize().

◆ kinc

int oofem::AbaqusUserElement::kinc = 1

private

kinc, kstep

Definition at line 123 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

◆ kstep

int oofem::AbaqusUserElement::kstep = 1

private

Definition at line 123 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

◆ lFlags

IntArray oofem::AbaqusUserElement::lFlags

private

LFlags.

Definition at line 120 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), and postInitialize().

◆ mcrd

int oofem::AbaqusUserElement::mcrd = 2

private

mcrd

Definition at line 110 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), and postInitialize().

◆ mdLoad

int oofem::AbaqusUserElement::mdLoad = 0

private

Definition at line 134 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

◆ mlvarx

int oofem::AbaqusUserElement::mlvarx = 1

private

mlvarx

Definition at line 113 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), and postInitialize().

◆ nCoords

int oofem::AbaqusUserElement::nCoords

private

Coord transf.

Definition at line 83 of file AbaqusUserElement.h.

Referenced by initializeFrom(), and postInitialize().

◆ ndLoad

int oofem::AbaqusUserElement::ndLoad = 0

private

loads

Definition at line 133 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

◆ ndofel

int oofem::AbaqusUserElement::ndofel = 0

private

ndofel

Definition at line 107 of file AbaqusUserElement.h.

Referenced by computeConsistentMassMatrix(), giveInternalForcesVector(), and postInitialize().

◆ npredef

int oofem::AbaqusUserElement::npredef = 1

private

predef

Definition at line 126 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), and postInitialize().

◆ nrhs

int oofem::AbaqusUserElement::nrhs = 2

private

Element rhs.

Definition at line 100 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), and postInitialize().

◆ numSvars

int oofem::AbaqusUserElement::numSvars

private

Number of status variables.

Definition at line 88 of file AbaqusUserElement.h.

Referenced by giveInputRecord(), giveInternalForcesVector(), initializeFrom(), and postInitialize().

◆ params

double oofem::AbaqusUserElement::params[3]

private

params

Definition at line 140 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

◆ predef

FloatArray oofem::AbaqusUserElement::predef

private

Definition at line 127 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), and postInitialize().

◆ props

FloatArray oofem::AbaqusUserElement::props

private

Element properties.

Definition at line 91 of file AbaqusUserElement.h.

Referenced by giveInputRecord(), giveInternalForcesVector(), and initializeFrom().

◆ rhs

FloatMatrix oofem::AbaqusUserElement::rhs

private

Definition at line 101 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), postInitialize(), and updateYourself().

◆ svars

FloatArray oofem::AbaqusUserElement::svars

private

Status variables.

Definition at line 94 of file AbaqusUserElement.h.

Referenced by giveStateVector(), postInitialize(), and updateYourself().

◆ tempAmatrx

FloatMatrix oofem::AbaqusUserElement::tempAmatrx

private

Definition at line 104 of file AbaqusUserElement.h.

Referenced by giveTempTangent(), letTempTangentBe(), and updateYourself().

◆ tempRHS

FloatMatrix oofem::AbaqusUserElement::tempRHS

private

Definition at line 101 of file AbaqusUserElement.h.

Referenced by letTempRhsBe(), and updateYourself().

◆ tempSvars

FloatArray oofem::AbaqusUserElement::tempSvars

private

Definition at line 94 of file AbaqusUserElement.h.

Referenced by giveTempStateVector(), letTempSvarsBe(), and updateYourself().

◆ U

FloatArray oofem::AbaqusUserElement::U

private

Inputs to element routines. Velocity and Acceleration currently ignored.

Definition at line 116 of file AbaqusUserElement.h.

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

◆ uel

void(* oofem::AbaqusUserElement::uel) (double *rhs, double *amatrx, double *svars, double energy[8], int *ndofel, int *nrhs, int *nsvars, double *props, int *nprops, double *coords, int *mcrd, int *nnode, double *u, double *du, double *v, double *a, int *jtype, double time[2], double *dtime, int *kstep, int *kinc, int *jelem, double params[3], int *ndload, int *jdltyp, double *adlmag, double *predef, int *npredef, int *lflags, int *mvarx, double *ddlmag, int *mdload, double *pnewdt, int *jprops, int *njprop, double *period)

private

Pointer to the dynamically loaded uel-function (translated to C).

Definition at line 149 of file AbaqusUserElement.h.

Referenced by AbaqusUserElement(), giveInternalForcesVector(), and postInitialize().

◆ uelobj

void* oofem::AbaqusUserElement::uelobj

private

Dynamically loaded uel.

Definition at line 80 of file AbaqusUserElement.h.

Referenced by AbaqusUserElement(), postInitialize(), and ~AbaqusUserElement().

◆ V

FloatArray oofem::AbaqusUserElement::V

private

Definition at line 116 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), and postInitialize().

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

Public Member Functions

Protected Member Functions

Private Attributes

Static Private Attributes

Additional Inherited Members

Detailed Description

Constructor & Destructor Documentation

◆ AbaqusUserElement()

◆ ~AbaqusUserElement()

Member Function Documentation

◆ computeBmatrixAt()

◆ computeConsistentMassMatrix()

◆ computeConstitutiveMatrixAt()

◆ computeField()

◆ computeNumberOfDofs()

◆ computeStiffnessMatrix()

◆ computeStressVector()

◆ giveClassName()

◆ giveDofManDofIDMask()

◆ giveGeometryType()

◆ giveInputRecord()

◆ giveInputRecordName()

◆ giveIntegrationDomain()

◆ giveInternalForcesVector() [1/2]

◆ giveInternalForcesVector() [2/2]

◆ giveIPValue()

◆ giveStateVector()

◆ giveTempStateVector()

◆ giveTempTangent()

◆ hasTangent()

◆ initializeFrom()

◆ letTempRhsBe()

◆ letTempSvarsBe()

◆ letTempTangentBe()

◆ postInitialize()

◆ updateInternalState()

◆ updateYourself()

Member Data Documentation

◆ A

◆ adlmag

◆ amatrx

◆ coords

◆ ddlmag

◆ dofs

◆ DU

◆ energy

◆ filename

◆ hasTangentFlag

◆ IPK_AbaqusUserElement_dofs

◆ IPK_AbaqusUserElement_name

◆ IPK_AbaqusUserElement_numcoords

◆ IPK_AbaqusUserElement_numsvars

◆ IPK_AbaqusUserElement_properties

◆ IPK_AbaqusUserElement_type

◆ IPK_AbaqusUserElement_userElement

◆ jdltype

◆ jprops

◆ jtype

◆ kinc

◆ kstep

◆ lFlags

◆ mcrd

◆ mdLoad

◆ mlvarx

◆ nCoords

◆ ndLoad

◆ ndofel

◆ npredef

◆ nrhs

◆ numSvars

◆ params

◆ predef

◆ props

◆ rhs

◆ svars

◆ tempAmatrx

◆ tempRHS

◆ tempSvars

◆ U

◆ uel