This class implements an triangular three-node shell finite element, composed of dkt3d and trplanestressrotallman3d elements. More...

#include <tr_shell02.h>

Inheritance diagram for oofem::TR_SHELL02:

Collaboration diagram for oofem::TR_SHELL02:

Public Member Functions
	TR_SHELL02 (int n, Domain *d)
	Constructor. More...

virtual	~TR_SHELL02 ()
	Destructor. More...

virtual FEInterpolation *	giveInterpolation () const

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 const char *	giveInputRecordName () const

virtual const char *	giveClassName () const

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

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

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

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

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

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

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

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

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

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

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

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

virtual IntegrationRule *	giveIntegrationRule (int i)

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

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

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

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

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

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

virtual IntegrationRule *	ZZErrorEstimatorI_giveIntegrationRule ()
	Returns element integration rule used to evaluate error. More...

virtual void	ZZErrorEstimatorI_computeLocalStress (FloatArray &answer, FloatArray &sig)
	Returns stress vector in global c.s. More...

virtual void	SpatialLocalizerI_giveBBox (FloatArray &bb0, FloatArray &bb1)
	Creates a bounding box of the nodes and checks if it includes the given coordinate. 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 void	computeStiffnessMatrix (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)
	Computes numerically stiffness matrix of receiver. More...

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

virtual void	giveInternalForcesVector (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord)
	Returns equivalent nodal forces vectors. More...

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

virtual	~StructuralElement ()
	Destructor. More...

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

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

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

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

virtual void	computeInitialStressMatrix (FloatMatrix &answer, TimeStep *tStep)
	Computes initial stress matrix for linear stability problem. 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	giveInternalForcesVector_withIRulesAsSubcells (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0)

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	checkConsistency ()
	Performs consistency check. More...

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

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	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	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 (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 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 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 ()

int	giveNumberOfIntegrationRules ()

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	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...

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...

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

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

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

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

virtual	~Interface ()

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

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

virtual void	ZZErrorEstimatorI_computeElementContributions (double &eNorm, double &sNorm, ZZErrorEstimator::NormType norm, InternalStateType type, TimeStep *tStep)
	Computes the element contributions to global norms. More...

Public Member Functions inherited from oofem::SpatialLocalizerInterface
	SpatialLocalizerInterface (Element *element)

virtual int	SpatialLocalizerI_containsPoint (const FloatArray &coords)
	Checks if element contains specified coordinate. More...

int	SpatialLocalizerI_BBoxContainsPoint (const FloatArray &coords)
	Creates a bounding box of the nodes and checks if it includes the given coordinate. More...

virtual double	SpatialLocalizerI_giveClosestPoint (FloatArray &lcoords, FloatArray &closest, const FloatArray &gcoords)
	Gives the closest point on the element. More...

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

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

virtual void	computeGaussPoints ()

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

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

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

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

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

virtual 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 Attributes
std::unique_ptr< DKTPlate3d >	plate
	Pointer to plate element. More...

std::unique_ptr< TrPlanestressRotAllman3d >	membrane
	Pointer to membrane (plane stress) element. More...

std::unique_ptr< IntegrationRule >	compositeIR
	Element integraton rule (plate and membrane parts have their own integration rules) this one used to integrate element error and perhaps can be (re)used for other putrposes. 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...

Static Protected Attributes
static IntArray	loc_plate = {3, 4, 5, 9, 10, 11, 15, 16, 17}

static IntArray	loc_membrane = {1, 2, 6, 7, 8, 12, 13, 14, 18}

Detailed Description

This class implements an triangular three-node shell finite element, composed of dkt3d and trplanestressrotallman3d elements.

Each node has 6 degrees of freedom.

Definition at line 56 of file tr_shell02.h.

Constructor & Destructor Documentation

oofem::TR_SHELL02::TR_SHELL02	(	int	n,
		Domain *	d
	)

Constructor.

Definition at line 57 of file tr_shell02.C.

References oofem::Element::numberOfDofMans.

virtual oofem::TR_SHELL02::~TR_SHELL02 ( )

inlinevirtual

Destructor.

Definition at line 77 of file tr_shell02.h.

Member Function Documentation

virtual void oofem::TR_SHELL02::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 137 of file tr_shell02.h.

References OOFEM_ERROR.

void oofem::TR_SHELL02::computeBodyLoadVectorAt	(	FloatArray &	answer,
		Load *	load,
		TimeStep *	tStep,
		ValueModeType	mode
	)

protectedvirtual

Computes the load vector due to body load acting on receiver, at given time step.

Default implementation computes body load vector numerically as $l=\int_V N^{\mathrm{T}} f \rho\;\mathrm{d}V$ using default integration rule. Result is transformed to global c.s.

Parameters

answer	Computed load vector due to body load
load	Body load which contribution is computed.
tStep	Time step.
mode	determines the response mode

Reimplemented from oofem::StructuralElement.

Definition at line 224 of file tr_shell02.C.

References OOFEM_ERROR.

Referenced by computeConstitutiveMatrixAt().

virtual void oofem::TR_SHELL02::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 151 of file tr_shell02.h.

References computeBodyLoadVectorAt(), and OOFEM_ERROR.

virtual void oofem::TR_SHELL02::computeGaussPoints ( )

inlineprotectedvirtual

Todo:: In time delete

Reimplemented from oofem::Element.

Definition at line 144 of file tr_shell02.h.

virtual int oofem::TR_SHELL02::computeGlobalCoordinates	(	FloatArray &	answer,
		const FloatArray &	lcoords
	)

inlinevirtual

Computes the global coordinates from given element's local coordinates.

Parameters

answer	Requested global coordinates.
lcoords	Local coordinates.

Returns: Nonzero if successful, zero otherwise.

Reimplemented from oofem::Element.

Definition at line 128 of file tr_shell02.h.

virtual bool oofem::TR_SHELL02::computeLocalCoordinates	(	FloatArray &	answer,
		const FloatArray &	gcoords
	)

inlinevirtual

Computes the element local coordinates from given global coordinates.

Should compute local coordinates even if point is outside element (for mapping purposes in adaptivity)

Parameters

answer	Local coordinates.
gcoords	Global coordinates.

Returns: Nonzero if point is inside element; zero otherwise.

Reimplemented from oofem::Element.

Definition at line 132 of file tr_shell02.h.

virtual void oofem::TR_SHELL02::computeMassMatrix	(	FloatMatrix &	answer,
		TimeStep *	tStep
	)

inlinevirtual

Computes mass matrix of receiver.

Default implementation returns consistent mass matrix and uses numerical integration. Returns result of this->computeConsistentMassMatrix service, transformed into nodal coordinate system. Requires the computeNmatrixAt and giveMassMtrxIntegrationgMask services to be implemented.

Parameters

answer	Mass matrix.
tStep	Time step.

Reimplemented from oofem::StructuralElement.

Definition at line 158 of file tr_shell02.h.

References OOFEM_ERROR.

virtual void oofem::TR_SHELL02::computeNmatrixAt	(	const FloatArray &	iLocCoord,
		FloatMatrix &	answer
	)

inlineprotectedvirtual

Computes interpolation matrix for element unknowns.

The order and meaning of unknowns is element dependent.

Parameters

iLocCoord	Local coordinates.
answer	Interpolation matrix evaluated at gp.

Reimplemented from oofem::StructuralElement.

Definition at line 139 of file tr_shell02.h.

References OOFEM_ERROR.

virtual int oofem::TR_SHELL02::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 81 of file tr_shell02.h.

virtual void oofem::TR_SHELL02::computeStiffnessMatrix	(	FloatMatrix &	answer,
		MatResponseMode	rMode,
		TimeStep *	tStep
	)

inlinevirtual

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 156 of file tr_shell02.h.

References OOFEM_ERROR.

virtual void oofem::TR_SHELL02::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 149 of file tr_shell02.h.

References OOFEM_ERROR.

double oofem::TR_SHELL02::computeVolumeAround ( GaussPoint * gp )

virtual

Returns volume related to given integration point.

Used typically in subroutines, that perform integration over element volume. Should be implemented by particular elements.

See also: GaussPoint

Parameters

gp	Integration point for which volume is computed.

Returns: Volume for integration point.

Reimplemented from oofem::Element.

Definition at line 218 of file tr_shell02.C.

References plate.

Referenced by giveClassName().

void oofem::TR_SHELL02::drawDeformedGeometry	(	oofegGraphicContext &	gc,
		TimeStep *	tStep,
		UnknownType	type
	)

virtual

Reimplemented from oofem::Element.

Definition at line 481 of file tr_shell02.C.

References oofem::oofegGraphicContext::getDeformedElementColor(), oofem::oofegGraphicContext::getDefScale(), oofem::oofegGraphicContext::getElementEdgeColor(), oofem::Element::giveMaterial(), oofem::Element::giveNode(), oofem::Node::giveUpdatedCoordinate(), oofem::Material::isActivated(), OOFEG_DEFORMED_GEOMETRY_LAYER, OOFEG_DEFORMED_GEOMETRY_WIDTH, and oofem::oofegGraphicContext::testElementGraphicActivity().

Referenced by giveClassName().

void oofem::TR_SHELL02::drawRawGeometry	(	oofegGraphicContext &	gc,
		TimeStep *	tStep
	)

virtual

Reimplemented from oofem::Element.

Definition at line 447 of file tr_shell02.C.

References oofem::oofegGraphicContext::getElementColor(), oofem::oofegGraphicContext::getElementEdgeColor(), oofem::Node::giveCoordinate(), oofem::Element::giveMaterial(), oofem::Element::giveNode(), oofem::Material::isActivated(), OOFEG_RAW_GEOMETRY_LAYER, OOFEG_RAW_GEOMETRY_WIDTH, and oofem::oofegGraphicContext::testElementGraphicActivity().

Referenced by giveClassName().

void oofem::TR_SHELL02::drawScalar	(	oofegGraphicContext &	gc,
		TimeStep *	tStep
	)

virtual

Reimplemented from oofem::Element.

Definition at line 515 of file tr_shell02.C.

References oofem::FloatArray::add(), oofem::FloatArray::at(), oofem::oofegGraphicContext::getDefScale(), oofem::oofegGraphicContext::getInternalVarsDefGeoFlag(), oofem::oofegGraphicContext::getScalarAlgo(), oofem::Node::giveCoordinate(), oofem::StructuralElement::giveInternalStateAtNode(), oofem::oofegGraphicContext::giveIntVarIndx(), oofem::oofegGraphicContext::giveIntVarMode(), oofem::oofegGraphicContext::giveIntVarType(), giveIPValue(), oofem::Element::giveMaterial(), oofem::Element::giveNode(), oofem::Node::giveUpdatedCoordinate(), oofem::Material::isActivated(), oofem::ISM_local, oofem::ISM_recovered, OOFEG_VARPLOT_PATTERN_LAYER, plate, oofem::SA_ISO_SURF, oofem::oofegGraphicContext::testElementGraphicActivity(), oofem::FloatArray::times(), and oofem::oofegGraphicContext::updateFringeTableMinMax().

Referenced by giveClassName().

void oofem::TR_SHELL02::giveCharacteristicMatrix	(	FloatMatrix &	answer,
		CharType	type,
		TimeStep *	tStep
	)

virtual

Computes characteristic matrix of receiver of requested type in given time step.

Parameters

answer	Requested characteristic matrix (stiffness, tangent, ...). If element has no capability to compute requested type of characteristic matrix error function is invoked.
type	Id of characteristic component requested.
tStep	Time step when answer is computed.

Reimplemented from oofem::StructuralElement.

Definition at line 132 of file tr_shell02.C.

References oofem::FloatMatrix::assemble(), oofem::FloatMatrix::isNotEmpty(), loc_membrane, loc_plate, membrane, plate, oofem::FloatMatrix::resize(), and oofem::FloatMatrix::zero().

Referenced by giveClassName().

void oofem::TR_SHELL02::giveCharacteristicVector	(	FloatArray &	answer,
		CharType	type,
		ValueModeType	mode,
		TimeStep *	tStep
	)

virtual

Computes characteristic vector of receiver of requested type in given time step.

If element has no capability to compute requested type of characteristic vector error function is invoked.

Parameters

answer	Requested characteristic vector.
type	Id of characteristic component requested.
mode	Determines mode of answer.
tStep	Time step when answer is computed.

Reimplemented from oofem::StructuralElement.

Definition at line 114 of file tr_shell02.C.

References oofem::FloatArray::assemble(), oofem::FloatArray::isEmpty(), loc_membrane, loc_plate, membrane, plate, oofem::FloatArray::resize(), and oofem::FloatArray::zero().

Referenced by giveClassName().

virtual const char* oofem::TR_SHELL02::giveClassName ( ) const

inlinevirtual

Returns: Class name of the receiver.

Reimplemented from oofem::StructuralElement.

Definition at line 86 of file tr_shell02.h.

References computeVolumeAround(), drawDeformedGeometry(), drawRawGeometry(), drawScalar(), gc, giveCharacteristicMatrix(), giveCharacteristicVector(), giveRotationMatrix(), initializeFrom(), postInitialize(), printOutputAt(), restoreContext(), saveContext(), setCrossSection(), updateInternalState(), updateLocalNumbering(), and updateYourself().

virtual int oofem::TR_SHELL02::giveDefaultIntegrationRule ( ) const

inlinevirtual

Returns id of default integration rule.

Various element types can use different integration rules for implementation of selective or reduced integration of selected components. One particular integration rule from defined integration rules is default. There may be some operations (defined by parent analysis type class) which use default integration rule.

Returns: Id of default integration rule. (index into integrationRulesArray).

Reimplemented from oofem::Element.

Definition at line 108 of file tr_shell02.h.

virtual IntegrationRule* oofem::TR_SHELL02::giveDefaultIntegrationRulePtr ( )

inlinevirtual

Access method for default integration rule.

Returns: Pointer to default integration rule.

See also: giveDefaultIntegrationRule

Reimplemented from oofem::Element.

Definition at line 109 of file tr_shell02.h.

Referenced by printOutputAt().

virtual void oofem::TR_SHELL02::giveDofManDofIDMask	(	int	inode,
		IntArray &	answer
	)		const

inlinevirtual

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 82 of file tr_shell02.h.

virtual Element_Geometry_Type oofem::TR_SHELL02::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 111 of file tr_shell02.h.

virtual const char* oofem::TR_SHELL02::giveInputRecordName ( ) const

inlinevirtual

Returns: Input record name of the receiver.

Implements oofem::FEMComponent.

Definition at line 85 of file tr_shell02.h.

References _IFT_TR_SHELL02_Name.

virtual integrationDomain oofem::TR_SHELL02::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 112 of file tr_shell02.h.

References oofem::_Triangle.

virtual IntegrationRule* oofem::TR_SHELL02::giveIntegrationRule ( int i )

inlinevirtual

Parameters

i	Index of integration rule.

Returns: Requested integration rule.

Reimplemented from oofem::Element.

Definition at line 110 of file tr_shell02.h.

Interface * oofem::TR_SHELL02::giveInterface ( InterfaceType t )

virtual

Interface requesting service.

See also: InterfaceType

Returns: Requested interface if implemented, otherwise NULL.

Reimplemented from oofem::FEMComponent.

Definition at line 201 of file tr_shell02.C.

References oofem::NodalAveragingRecoveryModelInterfaceType, oofem::SpatialLocalizerInterfaceType, oofem::ZZErrorEstimatorInterfaceType, and oofem::ZZNodalRecoveryModelInterfaceType.

Referenced by giveMaterialMode().

virtual void oofem::TR_SHELL02::giveInternalForcesVector	(	FloatArray &	answer,
		TimeStep *	tStep,
		int	useUpdatedGpRecord
	)

inlinevirtual

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 160 of file tr_shell02.h.

References OOFEM_ERROR.

virtual FEInterpolation* oofem::TR_SHELL02::giveInterpolation ( ) const

inlinevirtual

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

Reimplemented from oofem::Element.

Definition at line 79 of file tr_shell02.h.

int oofem::TR_SHELL02::giveIPValue	(	FloatArray &	answer,
		GaussPoint *	gp,
		InternalStateType	type,
		TimeStep *	tStep
	)

virtual

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 230 of file tr_shell02.C.

References oofem::FloatArray::add(), oofem::StructuralElement::giveIPValue(), oofem::GaussPoint::giveNumber(), membrane, and plate.

Referenced by drawScalar(), giveMaterialMode(), and NodalAveragingRecoveryMI_computeNodalValue().

virtual MaterialMode oofem::TR_SHELL02::giveMaterialMode ( )

inlinevirtual

Returns material mode for receiver integration points.

Should be specialized.

Returns: Material mode of element.

Reimplemented from oofem::Element.

Definition at line 113 of file tr_shell02.h.

References giveInterface(), giveIPValue(), NodalAveragingRecoveryMI_computeNodalValue(), SpatialLocalizerI_giveBBox(), ZZErrorEstimatorI_computeLocalStress(), and ZZErrorEstimatorI_giveIntegrationRule().

bool oofem::TR_SHELL02::giveRotationMatrix ( FloatMatrix & answer )

virtual

Transformation matrices updates rotation matrix between element-local and primary DOFs, taking into account nodal c.s.

and master DOF weights.

Parameters

answer Contains the rotation matrix on exit.

Returns: True if there is a rotation required, false otherwise.

Reimplemented from oofem::Element.

Definition at line 150 of file tr_shell02.C.

References oofem::IntArray::at(), oofem::FloatMatrix::at(), oofem::FloatMatrix::giveNumberOfColumns(), loc_membrane, loc_plate, membrane, OOFEM_ERROR, plate, and oofem::FloatMatrix::resize().

Referenced by giveClassName().

IRResultType oofem::TR_SHELL02::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::StructuralElement.

Definition at line 65 of file tr_shell02.C.

References oofem::StructuralElement::initializeFrom(), oofem::IRRT_OK, membrane, and plate.

Referenced by giveClassName().

void oofem::TR_SHELL02::NodalAveragingRecoveryMI_computeNodalValue	(	FloatArray &	answer,
		int	node,
		InternalStateType	type,
		TimeStep *	tStep
	)

virtual

Computes the element value in given node.

Parameters

answer	Contains the result.
node	Element node number.
type	Determines the type of internal variable to be recovered.
tStep	Time step.

Implements oofem::NodalAveragingRecoveryModelInterface.

Definition at line 252 of file tr_shell02.C.

References giveIPValue().

Referenced by giveMaterialMode().

void oofem::TR_SHELL02::postInitialize ( )

virtual

Performs post initialization steps.

Reimplemented from oofem::Element.

Definition at line 87 of file tr_shell02.C.

References membrane, OOFEM_ERROR, plate, and oofem::Element::postInitialize().

Referenced by giveClassName().

void oofem::TR_SHELL02::printOutputAt	(	FILE *	file,
		TimeStep *	tStep
	)

virtual

Prints output of receiver to stream, for given time step.

This is used for output into the standard output file.

Parameters

file	File pointer to print to.
tStep	Time step to write for.

Reimplemented from oofem::Element.

Definition at line 262 of file tr_shell02.C.

References oofem::FloatArray::add(), giveDefaultIntegrationRulePtr(), oofem::Element::giveLabel(), oofem::FEMComponent::giveNumber(), membrane, and plate.

Referenced by giveClassName().

contextIOResultType oofem::TR_SHELL02::restoreContext	(	DataStream &	stream,
		ContextMode	mode,
		void *	obj = `NULL`
	)

virtual

Restores the receiver state previously written in stream.

See also: saveContext

Parameters

stream	Input stream.
mode	Determines amount of info available in stream (state, definition, ...).
obj	Special parameter for sending extra information.

Returns: contextIOResultType.

Exceptions

throws an ContextIOERR exception if error encountered.

Reimplemented from oofem::Element.

Definition at line 325 of file tr_shell02.C.

References oofem::CIO_OK, membrane, plate, oofem::Element::restoreContext(), and THROW_CIOERR.

Referenced by giveClassName().

contextIOResultType oofem::TR_SHELL02::saveContext	(	DataStream &	stream,
		ContextMode	mode,
		void *	obj = `NULL`
	)

virtual

Stores receiver state to output stream.

Parameters

stream	Output stream.
mode	Determines amount of info required in stream (state, definition, ...).
obj	Special parameter, used only to send particular integration point to material class version of this method.

Returns: contextIOResultType.

Exceptions

throws an ContextIOERR exception if error encountered.

Reimplemented from oofem::Element.

Definition at line 309 of file tr_shell02.C.

References oofem::CIO_OK, membrane, plate, oofem::Element::saveContext(), and THROW_CIOERR.

Referenced by giveClassName().

void oofem::TR_SHELL02::setCrossSection ( int csIndx )

virtual

Sets the cross section model of receiver.

Parameters

csIndx Index of new cross section.

Reimplemented from oofem::Element.

Definition at line 104 of file tr_shell02.C.

References membrane, plate, and oofem::Element::setCrossSection().

Referenced by giveClassName().

void oofem::TR_SHELL02::SpatialLocalizerI_giveBBox	(	FloatArray &	bb0,
		FloatArray &	bb1
	)

virtual

Creates a bounding box of the nodes and checks if it includes the given coordinate.

Parameters

bb0	Lower bounding box.
bb1	Upper bounding box.

Reimplemented from oofem::SpatialLocalizerInterface.

Definition at line 408 of file tr_shell02.C.

References oofem::FloatArray::add(), oofem::FloatArray::beMaxOf(), oofem::FloatArray::beMinOf(), oofem::FloatArray::beTProductOf(), oofem::Node::giveCoordinates(), oofem::Element::giveNode(), oofem::Element::giveNumberOfNodes(), plate, and oofem::FloatArray::subtract().

Referenced by giveMaterialMode().

void oofem::TR_SHELL02::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 183 of file tr_shell02.C.

References membrane, and plate.

Referenced by giveClassName().

void oofem::TR_SHELL02::updateLocalNumbering ( EntityRenumberingFunctor & f )

virtual

Local renumbering support.

For some tasks (parallel load balancing, for example) it is necessary to renumber the entities. The various FEM components (such as nodes or elements) typically contain links to other entities in terms of their local numbers, etc. This service allows to update these relations to reflect updated numbering. The renumbering function is passed, which is supposed to return an updated number of specified entity type based on old number.

Parameters

f	Decides the renumbering.

Reimplemented from oofem::Element.

Definition at line 97 of file tr_shell02.C.

References membrane, plate, and oofem::Element::updateLocalNumbering().

Referenced by giveClassName().

void oofem::TR_SHELL02::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 191 of file tr_shell02.C.

References membrane, plate, and oofem::StructuralElement::updateYourself().

Referenced by giveClassName().

void oofem::TR_SHELL02::ZZErrorEstimatorI_computeLocalStress	(	FloatArray &	answer,
		FloatArray &	sig
	)

virtual

Returns stress vector in global c.s.

transformed into element local c.s. Default is no transformation (global and element local c.s. coincide.

Reimplemented from oofem::ZZErrorEstimatorInterface.

Definition at line 351 of file tr_shell02.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FloatMatrix::beTranspositionOf(), plate, oofem::FloatArray::resize(), and oofem::FloatMatrix::rotatedWith().

Referenced by giveMaterialMode().

IntegrationRule * oofem::TR_SHELL02::ZZErrorEstimatorI_giveIntegrationRule ( )

virtual

Returns element integration rule used to evaluate error.

Default implementation returns element default rule.

Reimplemented from oofem::ZZErrorEstimatorInterface.

Definition at line 341 of file tr_shell02.C.

References compositeIR, and plate.

Referenced by giveMaterialMode().

Member Data Documentation

std :: unique_ptr< IntegrationRule > oofem::TR_SHELL02::compositeIR

protected

Element integraton rule (plate and membrane parts have their own integration rules) this one used to integrate element error and perhaps can be (re)used for other putrposes.

Created on demand.

Definition at line 68 of file tr_shell02.h.

Referenced by ZZErrorEstimatorI_giveIntegrationRule().

IntArray oofem::TR_SHELL02::loc_membrane = {1, 2, 6, 7, 8, 12, 13, 14, 18}

staticprotected

Definition at line 71 of file tr_shell02.h.

Referenced by giveCharacteristicMatrix(), giveCharacteristicVector(), and giveRotationMatrix().

IntArray oofem::TR_SHELL02::loc_plate = {3, 4, 5, 9, 10, 11, 15, 16, 17}

staticprotected

Definition at line 70 of file tr_shell02.h.

Referenced by giveCharacteristicMatrix(), giveCharacteristicVector(), and giveRotationMatrix().

std :: unique_ptr< TrPlanestressRotAllman3d > oofem::TR_SHELL02::membrane