UEL interface from Abaqus user elements. More...

#include <AbaqusUserElement.h>

Inheritance diagram for oofem::AbaqusUserElement:

Collaboration diagram for oofem::AbaqusUserElement:

Public Member Functions
	AbaqusUserElement (int n, Domain *d)
	Constructor. More...

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

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

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

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

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

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

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

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 ()

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

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

virtual const char *	giveClassName () const

virtual const char *	giveInputRecordName () const

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

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

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...

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

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

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

virtual void	createMaterialStatus ()

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

virtual void	printOutputAt (FILE file, TimeStep tStep)
	Prints output of receiver to stream, for given time step. 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 UnknownNumberingScheme &s, IntArray *dofIds=NULL)
	Returns the location array for the boundary of the element. More...

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
	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 MaterialMode	giveMaterialMode ()
	Returns material mode for receiver integration points. 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 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 int	computeGlobalCoordinates (FloatArray &answer, const FloatArray &lcoords)
	Computes the global coordinates from given element's local coordinates. 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...

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...

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

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

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

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

Protected Member Functions inherited from oofem::NLStructuralElement
virtual int	checkConsistency ()
	Performs consistency check. More...

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

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

virtual void	giveSurfaceDofMapping (IntArray &answer, int iSurf) const
	Assembles surface dof mapping mask, which provides mapping between surface local DOFs and "global" element DOFs. 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 Member Functions inherited from oofem::Element
virtual void	computeGaussPoints ()
	Initializes the array of integration rules member variable. More...

Private Attributes
void *	uelobj
	Dynamically loaded uel. More...

int	nCoords
	Coord transf. More...

IntArray	dofs

FloatMatrix	coords

int	numSvars
	Number of status variables. More...

FloatArray	props
	Element properties. More...

FloatArray	svars
	Status variables. More...

FloatArray	tempSvars

int	jtype
	Element type. More...

int	nrhs = 2
	Element rhs. More...

FloatMatrix	rhs

FloatMatrix	tempRHS

FloatMatrix	amatrx
	Element amatrx. More...

FloatMatrix	tempAmatrx

int	ndofel = 0
	ndofel More...

int	mcrd = 2
	mcrd More...

int	mlvarx = 1
	mlvarx More...

FloatArray	U
	Inputs to element routines. Velocity and Acceleration currently ignored. More...

FloatArray	V

FloatArray	A

FloatMatrix	DU

IntArray	lFlags
	LFlags. More...

int	kinc = 1
	kinc, kstep More...

int	kstep = 1

int	npredef = 1
	predef More...

FloatArray	predef

FloatArray	energy
	energy More...

int	ndLoad = 0
	loads More...

int	mdLoad = 0

FloatMatrix	adlmag

FloatMatrix	ddlmag

int *	jdltype = NULL

double	params [3]
	params More...

IntArray	jprops
	jprops More...

bool	hasTangentFlag
	Keeps track of whether the tangent has been obtained already. More...

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) More...

std::string	filename
	File containing the uel function. More...

Additional Inherited Members
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...

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 77 of file AbaqusUserElement.h.

Constructor & Destructor Documentation

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

Constructor.

Definition at line 54 of file AbaqusUserElement.C.

oofem::AbaqusUserElement::~AbaqusUserElement ( )

virtual

Destructor.

Definition at line 58 of file AbaqusUserElement.C.

References uelobj.

Member Function Documentation

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

inlineprotectedvirtual

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 227 of file AbaqusUserElement.h.

References OOFEM_ERROR.

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

virtual

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 303 of file AbaqusUserElement.C.

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

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

inlineprotectedvirtual

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 223 of file AbaqusUserElement.h.

References OOFEM_ERROR.

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

inlinevirtual

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::StructuralElement.

Definition at line 175 of file AbaqusUserElement.h.

References OOFEM_ERROR, updateInternalState(), and updateYourself().

virtual int oofem::AbaqusUserElement::computeNumberOfDofs ( )

inlinevirtual

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 173 of file AbaqusUserElement.h.

References giveDofManDofIDMask(), and ndofel.

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

virtual

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::NLStructuralElement.

Definition at line 184 of file AbaqusUserElement.C.

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

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

inlineprotectedvirtual

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 220 of file AbaqusUserElement.h.

References OOFEM_ERROR.

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

inlinevirtual

Returns: Class name of the receiver.

Reimplemented from oofem::NLStructuralElement.

Definition at line 210 of file AbaqusUserElement.h.

void oofem::AbaqusUserElement::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::Element.

Definition at line 179 of file AbaqusUserElement.C.

References dofs.

Referenced by computeNumberOfDofs().

virtual Element_Geometry_Type oofem::AbaqusUserElement::giveGeometryType ( ) const

inlinevirtual

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.

Reimplemented from oofem::Element.

Definition at line 215 of file AbaqusUserElement.h.

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

virtual

Setups the input record string of receiver.

Parameters

input Dynamic input record to be filled by receiver.

Reimplemented from oofem::NLStructuralElement.

Definition at line 162 of file AbaqusUserElement.C.

References _IFT_AbaqusUserElement_dofs, _IFT_AbaqusUserElement_numcoords, _IFT_AbaqusUserElement_numsvars, _IFT_AbaqusUserElement_properties, _IFT_AbaqusUserElement_type, _IFT_AbaqusUserElement_userElement, coords, dofs, filename, oofem::StructuralElement::giveInputRecord(), jtype, numSvars, props, and oofem::DynamicInputRecord::setField().

Referenced by giveTempTangent().

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

inlinevirtual

Returns: Input record name of the receiver.

Implements oofem::FEMComponent.

Definition at line 211 of file AbaqusUserElement.h.

References _IFT_AbaqusUserElement_Name.

virtual integrationDomain oofem::AbaqusUserElement::giveIntegrationDomain ( ) const

inlinevirtual

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 212 of file AbaqusUserElement.h.

References oofem::_UnknownIntegrationDomain.

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

virtual

Interface requesting service.

See also: InterfaceType

Returns: Requested interface if implemented, otherwise NULL.

Reimplemented from oofem::FEMComponent.

Definition at line 174 of file AbaqusUserElement.C.

Referenced by giveTempTangent().

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

virtual

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:: 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::NLStructuralElement.

Definition at line 211 of file AbaqusUserElement.C.

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

Referenced by computeStiffnessMatrix(), and updateInternalState().

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

virtual

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

inlineprotectedvirtual

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::StructuralElement.

Definition at line 231 of file AbaqusUserElement.h.

References OOFEM_ERROR.

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

inlinevirtual

Definition at line 193 of file AbaqusUserElement.h.

References svars.

Referenced by giveInternalForcesVector().

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

inlinevirtual

Definition at line 196 of file AbaqusUserElement.h.

References tempSvars.

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

inlinevirtual

Definition at line 199 of file AbaqusUserElement.h.

References giveInputRecord(), giveInterface(), initializeFrom(), postInitialize(), and tempAmatrx.

Referenced by computeStiffnessMatrix().

bool oofem::AbaqusUserElement::hasTangent ( ) const

inline

Definition at line 180 of file AbaqusUserElement.h.

References hasTangentFlag.

Referenced by computeStiffnessMatrix().

IRResultType oofem::AbaqusUserElement::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::NLStructuralElement.

Definition at line 72 of file AbaqusUserElement.C.

References _IFT_AbaqusUserElement_dofs, _IFT_AbaqusUserElement_name, _IFT_AbaqusUserElement_numcoords, _IFT_AbaqusUserElement_numsvars, _IFT_AbaqusUserElement_properties, _IFT_AbaqusUserElement_type, _IFT_AbaqusUserElement_userElement, oofem::Element::dofManArray, dofs, filename, oofem::IntArray::giveSize(), oofem::StructuralElement::initializeFrom(), IR_GIVE_FIELD, IR_GIVE_OPTIONAL_FIELD, oofem::IRRT_OK, jtype, nCoords, oofem::Element::numberOfDofMans, numSvars, OOFEM_ERROR, props, uel, and uelobj.

Referenced by giveTempTangent().

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

inlinevirtual

Definition at line 187 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

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

inlinevirtual

Definition at line 190 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

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

inlinevirtual

Definition at line 183 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

void oofem::AbaqusUserElement::postInitialize ( )

virtual

Performs post initialization steps.

Reimplemented from oofem::Element.

Definition at line 132 of file AbaqusUserElement.C.

References A, amatrx, oofem::FloatMatrix::at(), coords, DU, energy, oofem::Node::giveCoordinate(), oofem::Element::giveNode(), oofem::FloatMatrix::isNotEmpty(), lFlags, mcrd, mlvarx, nCoords, ndofel, npredef, nrhs, oofem::Element::numberOfDofMans, numSvars, oofem::Element::postInitialize(), predef, oofem::IntArray::resize(), oofem::FloatArray::resize(), oofem::FloatMatrix::resize(), rhs, svars, U, and V.

Referenced by giveTempTangent().

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

virtual

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::StructuralElement.

Definition at line 205 of file AbaqusUserElement.C.

References giveInternalForcesVector().

Referenced by computeField().

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

virtual

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::StructuralElement.

Definition at line 196 of file AbaqusUserElement.C.

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

Referenced by computeField().

Member Data Documentation

FloatArray oofem::AbaqusUserElement::A

private

Definition at line 117 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), and postInitialize().

FloatMatrix oofem::AbaqusUserElement::adlmag

private

Definition at line 137 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

FloatMatrix oofem::AbaqusUserElement::amatrx

private

Element amatrx.

Definition at line 105 of file AbaqusUserElement.h.

Referenced by postInitialize(), and updateYourself().

FloatMatrix oofem::AbaqusUserElement::coords

private

Definition at line 86 of file AbaqusUserElement.h.

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

FloatMatrix oofem::AbaqusUserElement::ddlmag

private

Definition at line 137 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

IntArray oofem::AbaqusUserElement::dofs

private

Definition at line 85 of file AbaqusUserElement.h.

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

FloatMatrix oofem::AbaqusUserElement::DU

private

Definition at line 118 of file AbaqusUserElement.h.

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

FloatArray oofem::AbaqusUserElement::energy

private

energy

Definition at line 131 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), and postInitialize().

std :: string oofem::AbaqusUserElement::filename

private

File containing the uel function.

Definition at line 159 of file AbaqusUserElement.h.

Referenced by giveInputRecord(), and initializeFrom().

bool oofem::AbaqusUserElement::hasTangentFlag

private

Keeps track of whether the tangent has been obtained already.

Definition at line 147 of file AbaqusUserElement.h.

Referenced by hasTangent(), and updateYourself().

int* oofem::AbaqusUserElement::jdltype = NULL

private

Definition at line 138 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

IntArray oofem::AbaqusUserElement::jprops

private

jprops

Definition at line 144 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

int oofem::AbaqusUserElement::jtype

private

Element type.

Definition at line 98 of file AbaqusUserElement.h.

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

int oofem::AbaqusUserElement::kinc = 1

private

kinc, kstep

Definition at line 124 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

int oofem::AbaqusUserElement::kstep = 1

private

Definition at line 124 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

IntArray oofem::AbaqusUserElement::lFlags

private

LFlags.

Definition at line 121 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), and postInitialize().

int oofem::AbaqusUserElement::mcrd = 2

private

mcrd

Definition at line 111 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), and postInitialize().

int oofem::AbaqusUserElement::mdLoad = 0

private

Definition at line 135 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

int oofem::AbaqusUserElement::mlvarx = 1

private

mlvarx

Definition at line 114 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), and postInitialize().

int oofem::AbaqusUserElement::nCoords

private

Coord transf.

Definition at line 84 of file AbaqusUserElement.h.

Referenced by initializeFrom(), and postInitialize().

int oofem::AbaqusUserElement::ndLoad = 0

private

loads

Definition at line 134 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

int oofem::AbaqusUserElement::ndofel = 0

private

ndofel

Definition at line 108 of file AbaqusUserElement.h.

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

int oofem::AbaqusUserElement::npredef = 1

private

predef

Definition at line 127 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), and postInitialize().

int oofem::AbaqusUserElement::nrhs = 2

private

Element rhs.

Definition at line 101 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), and postInitialize().

int oofem::AbaqusUserElement::numSvars

private

Number of status variables.

Definition at line 89 of file AbaqusUserElement.h.

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

double oofem::AbaqusUserElement::params[3]

private

params

Definition at line 141 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector().

FloatArray oofem::AbaqusUserElement::predef

private

Definition at line 128 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), and postInitialize().

FloatArray oofem::AbaqusUserElement::props

private

Element properties.

Definition at line 92 of file AbaqusUserElement.h.

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

FloatMatrix oofem::AbaqusUserElement::rhs

private

Definition at line 102 of file AbaqusUserElement.h.

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

FloatArray oofem::AbaqusUserElement::svars

private

Status variables.

Definition at line 95 of file AbaqusUserElement.h.

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

FloatMatrix oofem::AbaqusUserElement::tempAmatrx

private

Definition at line 105 of file AbaqusUserElement.h.

Referenced by giveTempTangent(), and updateYourself().

FloatMatrix oofem::AbaqusUserElement::tempRHS

private

Definition at line 102 of file AbaqusUserElement.h.

Referenced by updateYourself().

FloatArray oofem::AbaqusUserElement::tempSvars

private

Definition at line 95 of file AbaqusUserElement.h.

Referenced by giveTempStateVector(), and updateYourself().

FloatArray oofem::AbaqusUserElement::U

private

Inputs to element routines. Velocity and Acceleration currently ignored.

Definition at line 117 of file AbaqusUserElement.h.

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

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 150 of file AbaqusUserElement.h.

Referenced by giveInternalForcesVector(), and initializeFrom().

void* oofem::AbaqusUserElement::uelobj

private

Dynamically loaded uel.

Definition at line 81 of file AbaqusUserElement.h.

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

FloatArray oofem::AbaqusUserElement::V

private

Definition at line 117 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

Additional Inherited Members

Detailed Description

Constructor & Destructor Documentation

Member Function Documentation

Member Data Documentation