OOFEM
2.4
OOFEM.org - Object Oriented Finite Element Solver
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This class represent CCT plate element that can be arbitrary oriented in space, in contrast to base CCT element that is defined in xy plane. More...
#include <cct3d.h>
Public Member Functions | |
CCTPlate3d (int n, Domain *d) | |
virtual | ~CCTPlate3d () |
virtual const char * | giveClassName () const |
virtual const char * | giveInputRecordName () const |
virtual int | computeNumberOfDofs () |
Computes or simply returns total number of element's local DOFs. More... | |
virtual int | computeNumberOfGlobalDofs () |
Computes the total number of element's global dofs. More... | |
virtual void | giveDofManDofIDMask (int inode, IntArray &) const |
Returns dofmanager dof mask for node. More... | |
virtual const FloatMatrix * | computeGtoLRotationMatrix () |
virtual bool | computeGtoLRotationMatrix (FloatMatrix &answer) |
Returns transformation matrix from global c.s. More... | |
virtual bool | computeLocalCoordinates (FloatArray &answer, const FloatArray &gcoords) |
Computes the element local coordinates from given global coordinates. More... | |
virtual int | computeGlobalCoordinates (FloatArray &answer, const FloatArray &lcoords) |
Computes the global coordinates from given element's local coordinates. More... | |
virtual int | giveLocalCoordinateSystem (FloatMatrix &answer) |
Returns local coordinate system of receiver Required by material models with ortho- and anisotrophy. More... | |
virtual int | testElementExtension (ElementExtension ext) |
Tests if the element implements required extension. More... | |
virtual void | printOutputAt (FILE *file, TimeStep *tStep) |
Prints output of receiver to stream, for given time step. More... | |
Public Member Functions inherited from oofem::CCTPlate | |
CCTPlate (int n, Domain *d) | |
virtual | ~CCTPlate () |
virtual FEInterpolation * | giveInterpolation () const |
virtual FEInterpolation * | giveInterpolation (DofIDItem id) const |
Returns the interpolation for the specific dof id. More... | |
virtual MaterialMode | giveMaterialMode () |
Returns material mode for receiver integration points. More... | |
virtual double | computeArea () |
Computes the area (zero for all but 2d geometries). More... | |
virtual IRResultType | initializeFrom (InputRecord *ir) |
Initializes receiver according to object description stored in input record. More... | |
virtual void | computeMidPlaneNormal (FloatArray &answer, const GaussPoint *gp) |
Computes mid-plane normal of receiver at integration point. More... | |
virtual double | giveCharacteristicLength (const FloatArray &normalToCrackPlane) |
Returns the size of element in the given direction, in some cases adjusted (e.g. More... | |
virtual double | computeVolumeAround (GaussPoint *gp) |
Returns volume related to given integration point. More... | |
virtual void | computeLumpedMassMatrix (FloatMatrix &answer, TimeStep *tStep) |
Computes lumped mass matrix of receiver. More... | |
virtual void | computeMassMatrix (FloatMatrix &answer, TimeStep *tStep) |
Computes mass matrix of receiver. More... | |
virtual Interface * | giveInterface (InterfaceType it) |
Interface requesting service. More... | |
virtual void | NodalAveragingRecoveryMI_computeNodalValue (FloatArray &answer, int node, InternalStateType type, TimeStep *tStep) |
Computes the element value in given node. More... | |
virtual void | SPRNodalRecoveryMI_giveSPRAssemblyPoints (IntArray &pap) |
virtual void | SPRNodalRecoveryMI_giveDofMansDeterminedByPatch (IntArray &answer, int pap) |
virtual int | SPRNodalRecoveryMI_giveNumberOfIP () |
virtual SPRPatchType | SPRNodalRecoveryMI_givePatchType () |
virtual void | computeStrainVectorInLayer (FloatArray &answer, const FloatArray &masterGpStrain, GaussPoint *masterGp, GaussPoint *slaveGp, TimeStep *tStep) |
Computes full 3D strain vector in element layer. More... | |
virtual void | computeSurfaceNMatrix (FloatMatrix &answer, int boundaryID, const FloatArray &lcoords) |
Computes surface interpolation matrix. More... | |
virtual void | drawRawGeometry (oofegGraphicContext &gc, TimeStep *tStep) |
virtual void | drawDeformedGeometry (oofegGraphicContext &gc, TimeStep *tStep, UnknownType type) |
virtual void | drawScalar (oofegGraphicContext &gc, TimeStep *tStep) |
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 | computeStiffnessMatrix (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) |
Computes the stiffness matrix of receiver. 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... | |
virtual void | giveInternalForcesVector (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0) |
Evaluates nodal representation of real internal forces. More... | |
void | giveInternalForcesVector_withIRulesAsSubcells (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0) |
Evaluates nodal representation of real internal forces. More... | |
virtual void | computeDeformationGradientVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) |
Computes the deformation gradient in Voigt form at integration point ip and at time step tStep. More... | |
double | computeCurrentVolume (TimeStep *tStep) |
Computes the current volume of element. More... | |
virtual void | giveInputRecord (DynamicInputRecord &input) |
Setups the input record string of receiver. More... | |
Public Member Functions inherited from oofem::StructuralElement | |
StructuralElement (int n, Domain *d) | |
Constructor. More... | |
virtual | ~StructuralElement () |
Destructor. More... | |
virtual void | giveCharacteristicMatrix (FloatMatrix &answer, CharType, TimeStep *tStep) |
Computes characteristic matrix of receiver of requested type in given time step. More... | |
virtual void | giveCharacteristicVector (FloatArray &answer, CharType type, ValueModeType mode, TimeStep *tStep) |
Computes characteristic vector of receiver of requested type in given time step. More... | |
virtual void | computeConsistentMassMatrix (FloatMatrix &answer, TimeStep *tStep, double &mass, const double *ipDensity=NULL) |
Computes consistent mass matrix of receiver using numerical integration over element volume. More... | |
virtual void | giveMassMtrxIntegrationgMask (IntArray &answer) |
Returns mask indicating, which unknowns (their type and ordering is the same as element unknown vector) participate in mass matrix integration. More... | |
void | computeStiffnessMatrix_withIRulesAsSubcells (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) |
virtual void | computeField (ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer) |
Computes the unknown vector interpolated at the specified local coordinates. More... | |
virtual void | computeStrainVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) |
Compute strain vector of receiver evaluated at given integration point at given time step from element displacement vector. More... | |
virtual void | computeResultingIPTemperatureAt (FloatArray &answer, TimeStep *tStep, GaussPoint *gp, ValueModeType mode) |
Computes at given time (tStep) the the resulting temperature component array. More... | |
virtual void | computeResultingIPEigenstrainAt (FloatArray &answer, TimeStep *tStep, GaussPoint *gp, ValueModeType mode) |
Computes at given time the resulting eigenstrain component array. More... | |
virtual int | adaptiveUpdate (TimeStep *tStep) |
Updates the internal state variables stored in all IPs according to already mapped state. More... | |
virtual void | updateInternalState (TimeStep *tStep) |
Updates element state after equilibrium in time step has been reached. More... | |
virtual void | updateYourself (TimeStep *tStep) |
Updates element state after equilibrium in time step has been reached. More... | |
virtual int | giveInternalStateAtNode (FloatArray &answer, InternalStateType type, InternalStateMode mode, int node, TimeStep *tStep) |
Returns internal state variable (like stress,strain) at node of element in Reduced form, the way how is obtained is dependent on InternalValueType. More... | |
virtual void | showSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) |
Shows sparse structure. More... | |
virtual void | showExtendedSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) |
Shows extended sparse structure (for example, due to nonlocal interactions for tangent stiffness) More... | |
virtual void | computeLoadVector (FloatArray &answer, BodyLoad *load, CharType type, ValueModeType mode, TimeStep *tStep) |
Computes the contribution of the given body load (volumetric). More... | |
virtual void | computeBoundarySurfaceLoadVector (FloatArray &answer, BoundaryLoad *load, int boundary, CharType type, ValueModeType mode, TimeStep *tStep, bool global=true) |
Computes the contribution of the given load at the given boundary surface in global coordinate system. More... | |
virtual void | 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... | |
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... | |
virtual contextIOResultType | saveContext (DataStream &stream, ContextMode mode, void *obj=NULL) |
Stores receiver state to output stream. More... | |
virtual contextIOResultType | restoreContext (DataStream &stream, ContextMode mode, void *obj=NULL) |
Restores the receiver state previously written in stream. More... | |
void | giveLocationArray (IntArray &locationArray, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const |
Returns the location array (array of code numbers) of receiver for given numbering scheme. More... | |
void | giveLocationArray (IntArray &locationArray, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const |
virtual void | giveBoundaryLocationArray (IntArray &locationArray, const IntArray &bNodes, const 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... | |
int | computeNumberOfPrimaryMasterDofs () |
Computes the total number of element's primary master DOFs. 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 | 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 | 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 Material * | giveMaterial () |
int | giveMaterialNumber () const |
CrossSection * | giveCrossSection () |
void | setMaterial (int matIndx) |
Sets the material of receiver. More... | |
virtual void | setCrossSection (int csIndx) |
Sets the cross section model of receiver. More... | |
virtual int | giveNumberOfDofManagers () const |
virtual int | giveNumberOfNodes () const |
Returns number of nodes of receiver. More... | |
void | setDofManagers (const IntArray &dmans) |
Sets receiver dofManagers. More... | |
void | setBodyLoads (const IntArray &bodyLoads) |
Sets receiver bodyLoadArray. More... | |
void | setIntegrationRules (std::vector< std::unique_ptr< IntegrationRule > > irlist) |
Sets integration rules. More... | |
virtual integrationDomain | giveIntegrationDomain () const |
Returns integration domain for receiver, used to initialize integration point over receiver volume. More... | |
virtual int | giveIntegrationRuleLocalCodeNumbers (IntArray &answer, IntegrationRule &ie) |
Assembles the code numbers of given integration element (sub-patch) This is done by obtaining list of nonzero shape functions and by collecting the code numbers of nodes corresponding to these shape functions. More... | |
int | giveRegionNumber () |
virtual void | postInitialize () |
Performs post initialization steps. More... | |
virtual void | initializeYourself (TimeStep *timeStepWhenICApply) |
Initialization according to state given by initial conditions. More... | |
virtual bool | isActivated (TimeStep *tStep) |
virtual bool | isCast (TimeStep *tStep) |
virtual void | initForNewStep () |
Initializes receivers state to new time step. More... | |
virtual Element_Geometry_Type | giveGeometryType () const |
Returns the element geometry type. More... | |
virtual int | giveSpatialDimension () |
Returns the element spatial dimension (1, 2, or 3). More... | |
virtual int | giveNumberOfBoundarySides () |
virtual int | giveDefaultIntegrationRule () const |
Returns id of default integration rule. More... | |
virtual IntegrationRule * | giveDefaultIntegrationRulePtr () |
Access method for default integration rule. More... | |
int | giveNumberOfIntegrationRules () |
virtual IntegrationRule * | giveIntegrationRule (int i) |
std::vector< std::unique_ptr< IntegrationRule > > & | giveIntegrationRulesArray () |
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... | |
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 | 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... | |
Public Member Functions inherited from oofem::LayeredCrossSectionInterface | |
LayeredCrossSectionInterface () | |
Public Member Functions inherited from oofem::Interface | |
Interface () | |
Constructor. More... | |
virtual | ~Interface () |
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 , where 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 term. More... | |
Public Member Functions inherited from oofem::NodalAveragingRecoveryModelInterface | |
NodalAveragingRecoveryModelInterface () | |
Constructor. More... | |
Public Member Functions inherited from oofem::SPRNodalRecoveryModelInterface | |
SPRNodalRecoveryModelInterface () | |
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... | |
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... | |
Protected Member Functions | |
void | giveLocalCoordinates (FloatArray &answer, FloatArray &global) |
virtual void | giveNodeCoordinates (double &x1, double &x2, double &x3, double &y1, double &y2, double &y3, double &z1, double &z2, double &z3) |
void | giveCharacteristicTensor (FloatMatrix &answer, CharTensor type, GaussPoint *gp, TimeStep *tStep) |
virtual int | giveIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) |
Returns the integration point corresponding value in full form. 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 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... | |
Surface load support | |
virtual void | computeSurfaceNMatrixAt (FloatMatrix &answer, int iSurf, GaussPoint *gp) |
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 iSurf) |
virtual double | computeSurfaceVolumeAround (GaussPoint *gp, int iSurf) |
Computes volume related to integration point on local surface. 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::CCTPlate | |
virtual void | computeGaussPoints () |
Initializes the array of integration rules member variable. More... | |
virtual void | computeBmatrixAt (GaussPoint *gp, FloatMatrix &answer, int=1, int=ALL_STRAINS) |
Computes the geometrical matrix of receiver in given integration point. More... | |
virtual void | computeNmatrixAt (const FloatArray &iLocCoord, FloatMatrix &answer) |
Computes interpolation matrix for element unknowns. More... | |
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 | giveEdgeDofMapping (IntArray &answer, int iEdge) const |
Assembles edge dof mapping mask, which provides mapping between edge local DOFs and "global" element DOFs. More... | |
virtual double | computeEdgeVolumeAround (GaussPoint *gp, int iEdge) |
Computes volume related to integration point on local edge. 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... | |
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 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... | |
Protected Attributes | |
FloatMatrix | GtoLRotationMatrix |
Transformation Matrix form GtoL(3,3) is stored at the element level for computation efficiency. More... | |
Protected Attributes inherited from oofem::CCTPlate | |
double | area |
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... | |
Friends | |
class | TR_SHELL01 |
Additional Inherited Members | |
Static Protected Attributes inherited from oofem::CCTPlate | |
static FEI2dTrLin | interp_lin |
This class represent CCT plate element that can be arbitrary oriented in space, in contrast to base CCT element that is defined in xy plane.
This class implements a triangular three-node plate CCT finite element. Each node has 3 degrees of freedom.
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Definition at line 83 of file cct3d.h.
References computeBodyLoadVectorAt(), computeLoadGToLRotationMtrx(), giveCharacteristicTensor(), giveIPValue(), giveLocalCoordinates(), and giveNodeCoordinates().
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Computes the load vector due to body load acting on receiver, at given time step.
Default implementation computes body load vector numerically as using default integration rule. Result is transformed to global c.s.
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::CCTPlate.
Reimplemented in oofem::RerShell.
Definition at line 339 of file cct3d.C.
References oofem::FloatArray::at(), oofem::BodyLoadBGT, oofem::FloatArray::clear(), oofem::Load::computeComponentArrayAt(), computeLoadGToLRotationMtrx(), oofem::CCTPlate::computeVolumeAround(), oofem::CS_Thickness, oofem::ForceLoadBVT, oofem::IntegrationRule::getIntegrationPoint(), oofem::CrossSection::give(), oofem::GeneralBoundaryCondition::giveBCGeoType(), oofem::GeneralBoundaryCondition::giveBCValType(), oofem::Element::giveCrossSection(), oofem::FloatArray::giveSize(), oofem::StructuralElement::giveStructuralCrossSection(), OOFEM_ERROR, oofem::FloatArray::resize(), oofem::FloatArray::rotatedWith(), oofem::GaussIntegrationRule::SetUpPointsOnTriangle(), and oofem::FloatArray::zero().
Referenced by ~CCTPlate3d().
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Computes the global coordinates from given element's local coordinates.
answer | Requested global coordinates. |
lcoords | Local coordinates. |
Reimplemented from oofem::Element.
Definition at line 138 of file cct3d.C.
References oofem::FloatArray::at(), oofem::Node::giveCoordinate(), oofem::Element::giveNode(), and oofem::FloatArray::resize().
Referenced by computeNumberOfGlobalDofs().
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Reimplemented in oofem::RerShell.
Definition at line 153 of file cct3d.C.
References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FloatArray::beDifferenceOf(), oofem::FloatArray::beVectorProductOf(), oofem::Element::giveNode(), GtoLRotationMatrix, oofem::FloatMatrix::isNotEmpty(), oofem::FloatArray::normalize(), and oofem::FloatMatrix::resize().
Referenced by oofem::RerShell::computeGtoLRotationMatrix(), computeGtoLRotationMatrix(), computeLoadGToLRotationMtrx(), computeNumberOfGlobalDofs(), giveCharacteristicTensor(), and giveLocalCoordinates().
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Returns transformation matrix from global c.s.
to local element c.s., i.e. . If no transformation is necessary then answer is empty matrix and zero value is returned.
answer | Computed rotation matrix. |
Reimplemented from oofem::Element.
Reimplemented in oofem::RerShell.
Definition at line 197 of file cct3d.C.
References oofem::FloatMatrix::at(), computeGtoLRotationMatrix(), GtoLRotationMatrix, oofem::FloatMatrix::resize(), and oofem::FloatMatrix::zero().
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protectedvirtual |
Returns transformation matrix from global coordinate system to local element coordinate system for element load vector components.
If no transformation is necessary, answer is empty matrix (default);
answer | Transformation matrix. |
Reimplemented from oofem::StructuralElement.
Definition at line 320 of file cct3d.C.
References oofem::FloatMatrix::at(), computeGtoLRotationMatrix(), GtoLRotationMatrix, oofem::FloatMatrix::resize(), and oofem::FloatMatrix::zero().
Referenced by computeBodyLoadVectorAt(), and ~CCTPlate3d().
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Returns transformation matrix from local surface c.s to element local coordinate system of load vector components.
Necessary, because integration must be done in local coordinate system of entity (edge or surface). If no transformation is necessary, answer is empty matrix (default);
answer | Computed rotation matrix. |
iSurf | Surface number. |
gp | Integration point (point, where transformation is computed, useful for curved surfaces) |
Reimplemented from oofem::StructuralElement.
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Computes the element local coordinates from given global coordinates.
Should compute local coordinates even if point is outside element (for mapping purposes in adaptivity)
answer | Local coordinates. |
gcoords | Global coordinates. |
Reimplemented from oofem::CCTPlate.
Reimplemented in oofem::RerShell.
Definition at line 111 of file cct3d.C.
References oofem::FloatArray::at(), oofem::CS_Thickness, oofem::CrossSection::give(), oofem::Element::giveCrossSection(), giveLocalCoordinates(), oofem::Element::giveNode(), oofem::FEI2dTrLin::global2local(), and oofem::FloatArray::resize().
Referenced by computeNumberOfGlobalDofs().
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Computes or simply returns total number of element's local DOFs.
Must be defined by particular element.
Reimplemented from oofem::CCTPlate.
Reimplemented in oofem::RerShell.
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Computes the total number of element's global dofs.
The transitions from global c.s. to nodal c.s. should NOT be included.
Reimplemented from oofem::Element.
Definition at line 114 of file cct3d.h.
References computeGlobalCoordinates(), computeGtoLRotationMatrix(), computeLocalCoordinates(), and giveDofManDofIDMask().
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protectedvirtual |
Definition at line 397 of file cct3d.C.
References oofem::CCTPlate::computeNmatrixAt(), oofem::GaussPoint::giveNaturalCoordinates(), oofem::FloatMatrix::resize(), and oofem::FloatMatrix::zero().
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protectedvirtual |
Computes volume related to integration point on local surface.
gp | Surface integration point. |
iSurf | Surface number. |
Reimplemented from oofem::StructuralElement.
Definition at line 450 of file cct3d.C.
References oofem::CCTPlate::computeVolumeAround().
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protectedvirtual |
Reimplemented from oofem::StructuralElement.
Definition at line 441 of file cct3d.C.
References oofem::_Triangle, oofem::IntegrationRule::getRequiredNumberOfIntegrationPoints(), and oofem::IntegrationRule::SetUpPointsOnTriangle().
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Definition at line 217 of file cct3d.C.
References oofem::FloatArray::at(), oofem::FloatMatrix::at(), computeGtoLRotationMatrix(), oofem::GaussPoint::giveMaterialStatus(), oofem::StructuralMaterialStatus::giveStrainVector(), oofem::StructuralMaterialStatus::giveStressVector(), oofem::GlobalCurvatureTensor, oofem::GlobalForceTensor, oofem::GlobalMomentTensor, oofem::GlobalStrainTensor, GtoLRotationMatrix, oofem::LocalCurvatureTensor, oofem::LocalForceTensor, oofem::LocalMomentTensor, oofem::LocalStrainTensor, OOFEM_ERROR, oofem::FloatMatrix::resize(), oofem::FloatMatrix::rotatedWith(), and oofem::FloatMatrix::zero().
Referenced by giveIPValue(), and ~CCTPlate3d().
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Reimplemented from oofem::CCTPlate.
Reimplemented in oofem::RerShell.
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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.
inode | Mask is computed for local dofmanager with inode number. |
answer | Mask for node. |
Reimplemented from oofem::CCTPlate.
Reimplemented in oofem::RerShell.
Definition at line 104 of file cct3d.C.
Referenced by computeNumberOfGlobalDofs().
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inlinevirtual |
Reimplemented from oofem::CCTPlate.
Reimplemented in oofem::RerShell.
Definition at line 111 of file cct3d.h.
References _IFT_CCTPlate3d_Name.
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protectedvirtual |
Returns the integration point corresponding value in full form.
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. |
Reimplemented from oofem::CCTPlate.
Reimplemented in oofem::RerShell.
Definition at line 273 of file cct3d.C.
References oofem::FloatArray::at(), oofem::FloatMatrix::at(), giveCharacteristicTensor(), oofem::StructuralElement::giveIPValue(), oofem::GlobalCurvatureTensor, oofem::GlobalForceTensor, oofem::GlobalMomentTensor, oofem::GlobalStrainTensor, and oofem::FloatArray::resize().
Referenced by printOutputAt(), and ~CCTPlate3d().
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Definition at line 56 of file cct3d.C.
References oofem::FloatArray::beProductOf(), computeGtoLRotationMatrix(), oofem::Element::giveNode(), oofem::FloatArray::giveSize(), GtoLRotationMatrix, OOFEM_ERROR, and oofem::FloatArray::subtract().
Referenced by computeLocalCoordinates(), giveNodeCoordinates(), and ~CCTPlate3d().
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Returns local coordinate system of receiver Required by material models with ortho- and anisotrophy.
Returns a unit vectors of local coordinate system at element stored row-wise. If local system is equal to global one, set answer to empty matrix and return zero value.
Reimplemented from oofem::Element.
Reimplemented in oofem::RerShell.
Definition at line 123 of file cct3d.h.
References OOFEM_ERROR.
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protectedvirtual |
Reimplemented from oofem::CCTPlate.
Definition at line 78 of file cct3d.C.
References oofem::FloatArray::at(), giveLocalCoordinates(), and oofem::Element::giveNode().
Referenced by ~CCTPlate3d().
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protectedvirtual |
Assembles surface dof mapping mask, which provides mapping between surface local DOFs and "global" element DOFs.
Mask can be imagined as local surface code numbers used to localize local DOFs to element DOFs.
answer | Surface DOF mapping. |
iSurf | Surface number |
Reimplemented from oofem::StructuralElement.
Definition at line 419 of file cct3d.C.
References oofem::IntArray::at(), OOFEM_ERROR, oofem::IntArray::resize(), and oofem::IntArray::zero().
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Prints output of receiver to stream, for given time step.
This is used for output into the standard output file.
file | File pointer to print to. |
tStep | Time step to write for. |
Reimplemented from oofem::Element.
Reimplemented in oofem::RerShell.
Definition at line 463 of file cct3d.C.
References giveIPValue(), oofem::Element::giveLabel(), oofem::FEMComponent::giveNumber(), and oofem::Element::integrationRulesArray.
Referenced by testElementExtension().
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inlinevirtual |
Tests if the element implements required extension.
ElementExtension type defines the list of all available element extensions.
ext | Extension to be tested. |
Reimplemented from oofem::CCTPlate.
Definition at line 128 of file cct3d.h.
References oofem::Element_SurfaceLoadSupport, and printOutputAt().
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Transformation Matrix form GtoL(3,3) is stored at the element level for computation efficiency.
Definition at line 79 of file cct3d.h.
Referenced by oofem::RerShell::computeGtoLRotationMatrix(), computeGtoLRotationMatrix(), computeLoadGToLRotationMtrx(), oofem::RerShell::giveCharacteristicTensor(), giveCharacteristicTensor(), oofem::RerShell::giveLocalCoordinates(), giveLocalCoordinates(), and oofem::RerShell::giveLocalCoordinateSystem().