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OOFEM 3.0
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#include <libeam3dboundary.h>
Public Member Functions | |
| LIBeam3dBoundary (int n, Domain *d) | |
| virtual | ~LIBeam3dBoundary () |
| void | initializeFrom (InputRecord &ir, int prio) override |
| void | postInitialize () override |
| Performs post initialization steps. | |
| int | computeNumberOfDofs () override |
| void | giveDofManDofIDMask (int inode, IntArray &answer) const override |
| int | computeGlobalCoordinates (FloatArray &answer, const FloatArray &lcoords) override |
| int | giveLocalCoordinateSystem (FloatMatrix &answer) override |
| bool | computeGtoLRotationMatrix (FloatMatrix &answer) override |
| int | giveIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) override |
| void | recalculateCoordinates (int nodeNumber, FloatArray &coords) override |
| const IntArray | giveLocation () override |
| const char * | giveInputRecordName () const override |
| const char * | giveClassName () const override |
| Public Member Functions inherited from oofem::LIBeam3d | |
| LIBeam3d (int n, Domain *d) | |
| virtual | ~LIBeam3d () |
| void | computeLumpedMassMatrix (FloatMatrix &answer, TimeStep *tStep) override |
| void | computeMassMatrix (FloatMatrix &answer, TimeStep *tStep) override |
| int | testElementExtension (ElementExtension ext) override |
| double | computeVolumeAround (GaussPoint *gp) override |
| Node * | giveReferenceNode (int refNode) |
| bool | isCast (TimeStep *tStep) override |
| Element_Geometry_Type | giveGeometryType () const override |
| void | FiberedCrossSectionInterface_computeStrainVectorInFiber (FloatArray &answer, const FloatArray &masterGpStrain, GaussPoint *slaveGp, TimeStep *tStep) override |
| void | NodalAveragingRecoveryMI_computeNodalValue (FloatArray &answer, int node, InternalStateType type, TimeStep *tStep) override |
| Interface * | giveInterface (InterfaceType it) override |
| void | drawRawGeometry (oofegGraphicContext &gc, TimeStep *tStep) override |
| void | drawDeformedGeometry (oofegGraphicContext &gc, TimeStep *tStep, UnknownType) override |
| integrationDomain | giveIntegrationDomain () const override |
| MaterialMode | giveMaterialMode () override |
| Public Member Functions inherited from oofem::StructuralElement | |
| StructuralElement (int n, Domain *d) | |
| virtual | ~StructuralElement () |
| Destructor. | |
| void | giveCharacteristicMatrix (FloatMatrix &answer, CharType, TimeStep *tStep) override |
| void | giveCharacteristicVector (FloatArray &answer, CharType type, ValueModeType mode, TimeStep *tStep) override |
| virtual void | computeConsistentMassMatrix (FloatMatrix &answer, TimeStep *tStep, double &mass, const double *ipDensity=NULL) |
| virtual void | giveMassMtrxIntegrationgMask (IntArray &answer) |
| void | computeStiffnessMatrix_withIRulesAsSubcells (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) |
| virtual void | computeInitialStressMatrix (FloatMatrix &answer, TimeStep *tStep) |
| virtual void | computeLumpedInitialStressMatrix (FloatMatrix &answer, TimeStep *tStep) |
| void | computeField (ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer) override |
| virtual void | giveInternalForcesVector_withIRulesAsSubcells (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0) |
| int | giveIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) override |
| virtual void | computeResultingIPTemperatureAt (FloatArray &answer, TimeStep *tStep, GaussPoint *gp, ValueModeType mode) |
| virtual void | computeResultingIPEigenstrainAt (FloatArray &answer, TimeStep *tStep, GaussPoint *gp, ValueModeType mode) |
| void | updateBeforeNonlocalAverage (TimeStep *tStep) override |
| virtual void | giveNonlocalLocationArray (IntArray &locationArray, const UnknownNumberingScheme &us) |
| virtual void | addNonlocalStiffnessContributions (SparseMtrx &dest, const UnknownNumberingScheme &s, TimeStep *tStep) |
| int | adaptiveUpdate (TimeStep *tStep) override |
| void | updateInternalState (TimeStep *tStep) override |
| void | updateYourself (TimeStep *tStep) override |
| int | checkConsistency () override |
| void | giveInputRecord (DynamicInputRecord &input) override |
| const char * | giveClassName () const override |
| int | giveInternalStateAtNode (FloatArray &answer, InternalStateType type, InternalStateMode mode, int node, TimeStep *tStep) override |
| void | showSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) override |
| Shows sparse structure. | |
| void | showExtendedSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) override |
| Shows extended sparse structure (for example, due to nonlocal interactions for tangent stiffness). | |
| void | computeLoadVector (FloatArray &answer, BodyLoad *load, CharType type, ValueModeType mode, TimeStep *tStep) override |
| void | computeBoundarySurfaceLoadVector (FloatArray &answer, BoundaryLoad *load, int boundary, CharType type, ValueModeType mode, TimeStep *tStep, bool global=true) override |
| void | computeBoundaryEdgeLoadVector (FloatArray &answer, BoundaryLoad *load, int boundary, CharType type, ValueModeType mode, TimeStep *tStep, bool global=true) override |
| virtual void | computeEdgeNMatrix (FloatMatrix &answer, int boundaryID, const FloatArray &lcoords) |
| computes edge interpolation matrix | |
| virtual void | computeSurfaceNMatrix (FloatMatrix &answer, int boundaryID, const FloatArray &lcoords) |
| StructuralCrossSection * | giveStructuralCrossSection () |
| Helper function which returns the structural cross-section for the element. | |
| virtual void | createMaterialStatus () |
| Public Member Functions inherited from oofem::Element | |
| Element (int n, Domain *aDomain) | |
| Element (const Element &src)=delete | |
| Element & | operator= (const Element &src)=delete |
| virtual | ~Element () |
| Virtual destructor. | |
| void | giveLocationArray (IntArray &locationArray, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const |
| void | giveLocationArray (IntArray &locationArray, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const |
| virtual void | giveBoundaryLocationArray (IntArray &locationArray, const IntArray &bNodes, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) |
| virtual void | giveBoundaryLocationArray (IntArray &locationArray, const IntArray &bNodes, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) |
| virtual int | giveNumberOfDofs () |
| virtual int | giveNumberOfInternalDofManagers () const |
| virtual DofManager * | giveInternalDofManager (int i) const |
| virtual void | setInternalDofManager (int num, std::unique_ptr< DofManager > dm) |
| virtual double | giveCharacteristicValue (CharType type, TimeStep *tStep) |
| virtual void | computeTangentFromSurfaceLoad (FloatMatrix &answer, BoundaryLoad *load, int boundary, MatResponseMode rmode, TimeStep *tStep) |
| virtual void | computeTangentFromEdgeLoad (FloatMatrix &answer, BoundaryLoad *load, int boundary, MatResponseMode rmode, TimeStep *tStep) |
| const IntArray & | giveBodyLoadList () const |
| const IntArray & | giveBoundaryLoadList () const |
| void | computeVectorOf (ValueModeType u, TimeStep *tStep, FloatArray &answer) |
| void | computeVectorOf (const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false) |
| void | computeBoundaryVectorOf (const IntArray &bNodes, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false) |
| void | computeVectorOf (PrimaryField &field, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false) |
| void | computeVectorOfPrescribed (ValueModeType u, TimeStep *tStep, FloatArray &answer) |
| void | computeVectorOfPrescribed (const IntArray &dofIDMask, ValueModeType type, TimeStep *tStep, FloatArray &answer) |
| virtual int | computeNumberOfGlobalDofs () |
| int | computeNumberOfPrimaryMasterDofs () |
| virtual bool | giveRotationMatrix (FloatMatrix &answer) |
| virtual bool | computeDofTransformationMatrix (FloatMatrix &answer, const IntArray &nodes, bool includeInternal) |
| virtual void | giveInternalDofManDofIDMask (int inode, IntArray &answer) const |
| virtual void | giveElementDofIDMask (IntArray &answer) const |
| virtual double | computeVolumeAreaOrLength () |
| Computes the volume, area or length of the element depending on its spatial dimension. | |
| double | computeMeanSize () |
| virtual double | computeVolume () |
| virtual double | computeArea () |
| virtual IntArray | giveBoundaryEdgeNodes (int boundary, bool includeHierarchical=false) const |
| virtual IntArray | giveBoundarySurfaceNodes (int boundary, bool includeHierarchical=false) const |
| virtual IntArray | giveBoundaryNodes (int boundary) const |
| virtual std::unique_ptr< IntegrationRule > | giveBoundaryEdgeIntegrationRule (int order, int boundary) |
| virtual std::unique_ptr< IntegrationRule > | giveBoundarySurfaceIntegrationRule (int order, int boundary) |
| int | giveDofManagerNumber (int i) const |
| const IntArray & | giveDofManArray () const |
| void | addDofManager (DofManager *dMan) |
| DofManager * | giveDofManager (int i) const |
| Node * | giveNode (int i) const |
| virtual ElementSide * | giveSide (int i) const |
| virtual FEInterpolation * | giveInterpolation () const |
| virtual FEInterpolation * | giveInterpolation (DofIDItem id) const |
| virtual const FEInterpolation * | getGeometryInterpolation () const |
| virtual Material * | giveMaterial () |
| int | giveMaterialNumber () const |
| CrossSection * | giveCrossSection () |
| int | getActivityTimeFunctionNumber () |
| void | setActivityTimeFunctionNumber (int funcIndx) |
| void | setMaterial (int matIndx) |
| virtual void | setCrossSection (int csIndx) |
| virtual int | giveNumberOfDofManagers () const |
| void | setNumberOfDofManagers (int i) |
| Sets number of element dof managers. | |
| virtual int | giveNumberOfNodes () const |
| void | setDofManagers (const IntArray &dmans) |
| void | setDofManager (int id, int dm) |
| void | setBodyLoads (const IntArray &bodyLoads) |
| void | setIntegrationRules (std ::vector< std ::unique_ptr< IntegrationRule > > irlist) |
| virtual int | giveIntegrationRuleLocalCodeNumbers (IntArray &answer, IntegrationRule &ie) |
| int | giveRegionNumber () |
| virtual void | initializeYourself (TimeStep *timeStepWhenICApply) |
| virtual bool | isActivated (TimeStep *tStep) |
| virtual void | initForNewStep () |
| virtual Element_Geometry_Type | giveEdgeGeometryType (int id) const |
| Returns the receiver edge geometry type. | |
| virtual Element_Geometry_Type | giveSurfaceGeometryType (int id) const |
| Returns the receiver surface geometry type. | |
| virtual int | giveSpatialDimension () |
| virtual int | giveNumberOfBoundarySides () |
| Returns number of boundaries (entities of element_dimension-1: points, edges, surfaces). | |
| virtual int | giveNumberOfEdges () const |
| virtual int | giveNumberOfSurfaces () const |
| virtual int | giveDefaultIntegrationRule () const |
| virtual IntegrationRule * | giveDefaultIntegrationRulePtr () |
| int | giveNumberOfIntegrationRules () |
| virtual IntegrationRule * | giveIntegrationRule (int i) |
| std::vector< std ::unique_ptr< IntegrationRule > > & | giveIntegrationRulesArray () |
| int | giveGlobalIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) |
| virtual double | giveLengthInDir (const FloatArray &normalToCrackPlane) |
| virtual double | giveCharacteristicLength (const FloatArray &normalToCrackPlane) |
| double | giveCharacteristicLengthForPlaneElements (const FloatArray &normalToCrackPlane) |
| double | giveCharacteristicLengthForAxisymmElements (const FloatArray &normalToCrackPlane) |
| virtual double | giveCharacteristicSize (GaussPoint *gp, FloatArray &normalToCrackPlane, ElementCharSizeMethod method) |
| virtual double | giveParentElSize () const |
| virtual bool | computeLocalCoordinates (FloatArray &answer, const FloatArray &gcoords) |
| virtual void | giveLocalCoordinateSystemVector (InternalStateType isttype, FloatArray &answer) |
| virtual void | computeMidPlaneNormal (FloatArray &answer, const GaussPoint *gp) |
| virtual int | adaptiveMap (Domain *oldd, TimeStep *tStep) |
| virtual int | mapStateVariables (Domain &iOldDom, const TimeStep &iTStep) |
| virtual int | adaptiveFinish (TimeStep *tStep) |
| void | updateLocalNumbering (EntityRenumberingFunctor &f) override |
| template<class T> | |
| void | ipEvaluator (T *src, void(T ::*f)(GaussPoint *gp)) |
| Integration point evaluator, loops over receiver IP's and calls given function (passed as f parameter) on them. The IP is parameter to function f. | |
| template<class T, class S> | |
| void | ipEvaluator (T *src, void(T ::*f)(GaussPoint *, S &), S &_val) |
| Integration point evaluator, loops over receiver IP's and calls given function (passed as f parameter) on them. The IP is parameter to function f as well as additional array. | |
| virtual void | drawYourself (oofegGraphicContext &gc, TimeStep *tStep) |
| virtual void | drawAnnotation (oofegGraphicContext &gc, TimeStep *tStep) |
| virtual void | drawScalar (oofegGraphicContext &gc, TimeStep *tStep) |
| virtual void | drawSpecial (oofegGraphicContext &gc, TimeStep *tStep) |
| virtual void | giveLocalIntVarMaxMin (oofegGraphicContext &gc, TimeStep *tStep, double &emin, double &emax) |
| virtual int | giveInternalStateAtSide (FloatArray &answer, InternalStateType type, InternalStateMode mode, int side, TimeStep *tStep) |
| int | giveLabel () const |
| int | giveGlobalNumber () const |
| void | setGlobalNumber (int num) |
| elementParallelMode | giveParallelMode () const |
| void | setParallelMode (elementParallelMode _mode) |
| Sets parallel mode of element. | |
| virtual elementParallelMode | giveKnotSpanParallelMode (int) const |
| int | packUnknowns (DataStream &buff, TimeStep *tStep) |
| int | unpackAndUpdateUnknowns (DataStream &buff, TimeStep *tStep) |
| int | estimatePackSize (DataStream &buff) |
| const IntArray * | givePartitionList () const |
| void | setPartitionList (IntArray &pl) |
| virtual double | predictRelativeComputationalCost () |
| virtual double | giveRelativeSelfComputationalCost () |
| virtual double | predictRelativeRedistributionCost () |
| IntArray * | giveBodyLoadArray () |
| Returns array containing load numbers of loads acting on element. | |
| IntArray * | giveBoundaryLoadArray () |
| Returns array containing load numbers of boundary loads acting on element. | |
| void | initializeFinish () override |
| void | saveContext (DataStream &stream, ContextMode mode) override |
| void | restoreContext (DataStream &stream, ContextMode mode) override |
| void | printOutputAt (FILE *file, TimeStep *tStep) override |
| void | setSharedEdgeID (int iedge, int globalID) |
| void | setSharedSurfaceID (int isurf, int globalID) |
| const IntArray * | giveSharedEdgeIDs () const |
| const IntArray * | giveSharedSurfaceIDs () const |
| Public Member Functions inherited from oofem::FEMComponent | |
| FEMComponent (int n, Domain *d) | |
| virtual | ~FEMComponent ()=default |
| Virtual destructor. | |
| Domain * | giveDomain () const |
| virtual void | setDomain (Domain *d) |
| int | giveNumber () const |
| void | setNumber (int num) |
| virtual void | initializeFrom (InputRecord &ir) |
| virtual void | printYourself () |
| Prints receiver state on stdout. Useful for debugging. | |
| std::string | errorInfo (const char *func) const |
| Returns string for prepending output (used by error reporting macros). | |
| Public Member Functions inherited from oofem::FiberedCrossSectionInterface | |
| FiberedCrossSectionInterface () | |
| Public Member Functions inherited from oofem::Interface | |
| Interface () | |
| Constructor. | |
| virtual | ~Interface () |
| Public Member Functions inherited from oofem::NodalAveragingRecoveryModelInterface | |
| NodalAveragingRecoveryModelInterface () | |
| Constructor. | |
Protected Member Functions | |
| virtual void | computeTransformationMatrix (FloatMatrix &answer, TimeStep *tStep) |
| void | giveSwitches (IntArray &answer, int location) |
| double | computeLength () override |
| void | computeStrainVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) override |
| void | giveInternalForcesVector (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0) override |
| void | computeStiffnessMatrix (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) override |
| Protected Member Functions inherited from oofem::LIBeam3d | |
| void | giveEdgeDofMapping (IntArray &answer, int iEdge) const override |
| double | computeEdgeVolumeAround (GaussPoint *gp, int iEdge) override |
| int | computeLoadLEToLRotationMatrix (FloatMatrix &answer, int, GaussPoint *gp) override |
| int | computeLoadGToLRotationMtrx (FloatMatrix &answer) override |
| void | computeBodyLoadVectorAt (FloatArray &answer, Load *load, TimeStep *tStep, ValueModeType mode) override |
| void | computeBmatrixAt (GaussPoint *gp, FloatMatrix &answer, int=1, int=ALL_STRAINS) override |
| void | computeNmatrixAt (const FloatArray &iLocCoord, FloatMatrix &answer) override |
| void | computeGaussPoints () override |
| void | computeConstitutiveMatrixAt (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) override |
| void | computeStressVector (FloatArray &answer, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep) override |
| virtual void | computePointLoadVectorAt (FloatArray &answer, Load *load, TimeStep *tStep, ValueModeType mode, bool global=true) |
| virtual void | giveSurfaceDofMapping (IntArray &answer, int iSurf) const |
| virtual double | computeSurfaceVolumeAround (GaussPoint *gp, int iSurf) |
| virtual int | computeLoadLSToLRotationMatrix (FloatMatrix &answer, int iSurf, GaussPoint *gp) |
| virtual int | giveNumberOfIPForMassMtrxIntegration () |
| void | condense (FloatMatrix *stiff, FloatMatrix *mass, FloatArray *load, IntArray *what) |
| virtual void | setupIRForMassMtrxIntegration (IntegrationRule &iRule) |
Protected Attributes | |
| double | length |
| int | referenceNode |
| IntArray | location |
| Protected Attributes inherited from oofem::StructuralElement | |
| std::unique_ptr< FloatArray > | initialDisplacements |
| Initial displacement vector, describes the initial nodal displacements when element has been casted. | |
| Protected Attributes inherited from oofem::Element | |
| int | numberOfDofMans |
| Number of dofmanagers. | |
| IntArray | dofManArray |
| Array containing dofmanager numbers. | |
| int | material |
| Number of associated material. | |
| int | crossSection |
| Number of associated cross section. | |
| IntArray | bodyLoadArray |
| IntArray | boundaryLoadArray |
| std::vector< std ::unique_ptr< IntegrationRule > > | integrationRulesArray |
| FloatMatrix | elemLocalCS |
| Transformation material matrix, used in orthotropic and anisotropic materials, global->local transformation. | |
| int | activityTimeFunction |
| Element activity time function. If defined, nonzero value indicates active receiver, zero value inactive element. | |
| int | globalNumber |
| int | numberOfGaussPoints |
| elementParallelMode | parallel_mode |
| Determines the parallel mode of the element. | |
| IntArray | partitions |
| IntArray | globalEdgeIDs |
| IntArray | globalSurfaceIDs |
| Protected Attributes inherited from oofem::FEMComponent | |
| int | number |
| Component number. | |
| Domain * | domain |
| Link to domain object, useful for communicating with other FEM components. | |
Static Protected Attributes | |
| static ParamKey | IPK_LIBeam3dBoundary_location |
| static ParamKey | IPK_LIBeam3dBoundary_refnode |
Additional Inherited Members | |
| Static Public Attributes inherited from oofem::Element | |
| static ParamKey | IPK_Element_mat |
| static ParamKey | IPK_Element_crosssect |
| static ParamKey | IPK_Element_nodes |
| static ParamKey | IPK_Element_bodyload |
| static ParamKey | IPK_Element_boundaryload |
| static ParamKey | IPK_Element_lcs |
| static ParamKey | IPK_Element_partitions |
| static ParamKey | IPK_Element_remote |
| static ParamKey | IPK_Element_activityTimeFunction |
| static ParamKey | IPK_Element_nip |
This class implements a boundary version of the 3-dimensional mindlin theory Linear Isoparametric beam element, with reduced integration. Useful for prescribing periodicity in multiscale analyses. MACROSCOPIC INPUT: DEFORMATION GRADIENT TENSOR (3D, 9 COMPONENTS: Exx Exy Exz Eyx Eyy Eyz Ezx Ezy Ezz)
Definition at line 56 of file libeam3dboundary.h.
| oofem::LIBeam3dBoundary::LIBeam3dBoundary | ( | int | n, |
| Domain * | d ) |
Definition at line 55 of file libeam3dboundary.C.
References length, oofem::LIBeam3d::LIBeam3d(), oofem::Element::numberOfDofMans, and referenceNode.
Referenced by oofem::LIBeam3dBoundaryBeam::LIBeam3dBoundaryBeam(), oofem::LIBeam3dBoundaryMembrane::LIBeam3dBoundaryMembrane(), oofem::LIBeam3dBoundaryPlate::LIBeam3dBoundaryPlate(), oofem::LIBeam3dBoundaryTruss::LIBeam3dBoundaryTruss(), and oofem::LIBeam3dBoundaryVoigt::LIBeam3dBoundaryVoigt().
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inlinevirtual |
Definition at line 67 of file libeam3dboundary.h.
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overridevirtual |
Computes the global coordinates from given element's local coordinates.
| answer | Requested global coordinates. |
| lcoords | Local coordinates. |
Reimplemented from oofem::LIBeam3d.
Definition at line 161 of file libeam3dboundary.C.
References oofem::FloatArray::at(), recalculateCoordinates(), and oofem::FloatArray::resize().
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overridevirtual |
Returns transformation matrix from global c.s. to local element c.s., i.e. \( r_l =T r_g \). If no transformation is necessary then answer is empty matrix and zero value is returned.
| answer | Computed rotation matrix. |
Reimplemented from oofem::LIBeam3d.
Definition at line 220 of file libeam3dboundary.C.
References oofem::FloatMatrix::at(), computeNumberOfDofs(), giveLocalCoordinateSystem(), oofem::FloatMatrix::resize(), and oofem::FloatMatrix::zero().
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overrideprotectedvirtual |
Computes the length (zero for all but 1D geometries)
Reimplemented from oofem::LIBeam3d.
Definition at line 141 of file libeam3dboundary.C.
References oofem::FloatArray::at(), length, and recalculateCoordinates().
Referenced by giveLocalCoordinateSystem().
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inlineoverridevirtual |
Computes or simply returns total number of element's local DOFs. Must be defined by particular element.
Reimplemented from oofem::LIBeam3d.
Reimplemented in oofem::LIBeam3dBoundaryBeam, oofem::LIBeam3dBoundaryMembrane, oofem::LIBeam3dBoundaryPlate, oofem::LIBeam3dBoundaryTruss, and oofem::LIBeam3dBoundaryVoigt.
Definition at line 72 of file libeam3dboundary.h.
Referenced by computeGtoLRotationMatrix().
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overrideprotectedvirtual |
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).
| answer | Computed stiffness matrix (symmetric). |
| rMode | Response mode. |
| tStep | Time step. |
Reimplemented from oofem::LIBeam3d.
Definition at line 249 of file libeam3dboundary.C.
References oofem::FloatMatrix::beProductOf(), oofem::FloatMatrix::beSubMatrixOf(), oofem::FloatMatrix::beTranspositionOf(), computeTransformationMatrix(), oofem::Element::giveRotationMatrix(), and oofem::FloatMatrix::rotatedWith().
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overrideprotectedvirtual |
Compute strain vector of receiver evaluated at given integration point at given time step from element displacement vector. The nature of strain vector depends on the element type.
| answer | Requested strain vector. |
| gp | Integration point where to calculate the strain. |
| tStep | Time step. |
Reimplemented from oofem::StructuralElement.
Definition at line 313 of file libeam3dboundary.C.
References oofem::FloatArray::beProductOf(), oofem::FloatMatrix::beSubMatrixOf(), oofem::FloatMatrix::beTranspositionOf(), oofem::LIBeam3d::computeBmatrixAt(), computeTransformationMatrix(), oofem::Element::computeVectorOf(), oofem::Element::giveRotationMatrix(), oofem::StructuralElement::initialDisplacements, and oofem::FloatArray::subtract().
Referenced by giveInternalForcesVector().
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protectedvirtual |
Reimplemented in oofem::LIBeam3dBoundaryBeam, oofem::LIBeam3dBoundaryMembrane, oofem::LIBeam3dBoundaryPlate, oofem::LIBeam3dBoundaryTruss, and oofem::LIBeam3dBoundaryVoigt.
Definition at line 275 of file libeam3dboundary.C.
References oofem::FloatMatrix::assemble(), oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::IntArray::at(), oofem::FloatMatrix::beUnitMatrix(), oofem::Element::giveNode(), giveSwitches(), location, oofem::FloatArray::resize(), oofem::FloatMatrix::resize(), and oofem::FloatMatrix::resizeWithData().
Referenced by computeStiffnessMatrix(), computeStrainVector(), and giveInternalForcesVector().
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inlineoverridevirtual |
Reimplemented from oofem::LIBeam3d.
Reimplemented in oofem::LIBeam3dBoundaryBeam, oofem::LIBeam3dBoundaryMembrane, oofem::LIBeam3dBoundaryPlate, oofem::LIBeam3dBoundaryTruss, and oofem::LIBeam3dBoundaryVoigt.
Definition at line 84 of file libeam3dboundary.h.
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overridevirtual |
Returns dofmanager dof mask for node. This mask defines the dofs which are used by element in node. Mask influences the code number ordering for particular node. Code numbers are ordered according to node order and dofs belonging to particular node are ordered according to this mask. If element requests dofs using node mask which are not in node then error is generated. This masking allows node to be shared by different elements with different dofs in same node. Elements local code numbers are extracted from node using this mask. Must be defined by particular element.
| inode | Mask is computed for local dofmanager with inode number. |
| answer | Mask for node. |
Reimplemented from oofem::LIBeam3d.
Reimplemented in oofem::LIBeam3dBoundaryBeam, oofem::LIBeam3dBoundaryMembrane, oofem::LIBeam3dBoundaryPlate, oofem::LIBeam3dBoundaryTruss, and oofem::LIBeam3dBoundaryVoigt.
Definition at line 87 of file libeam3dboundary.C.
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Reimplemented from oofem::LIBeam3d.
Reimplemented in oofem::LIBeam3dBoundaryBeam, oofem::LIBeam3dBoundaryMembrane, oofem::LIBeam3dBoundaryPlate, oofem::LIBeam3dBoundaryTruss, and oofem::LIBeam3dBoundaryVoigt.
Definition at line 83 of file libeam3dboundary.h.
References _IFT_LIBeam3dBoundary_Name.
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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.
| 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 340 of file libeam3dboundary.C.
References oofem::FloatArray::beProductOf(), oofem::FloatMatrix::beSubMatrixOf(), oofem::FloatMatrix::beTranspositionOf(), oofem::FloatArray::clear(), oofem::LIBeam3d::computeBmatrixAt(), computeStrainVector(), oofem::LIBeam3d::computeStressVector(), computeTransformationMatrix(), oofem::LIBeam3d::computeVolumeAround(), oofem::Element::giveDefaultIntegrationRulePtr(), oofem::Element::giveRotationMatrix(), oofem::FloatArray::giveSize(), oofem::StructuralMaterialStatus::giveStressVector(), oofem::Element::isActivated(), oofem::FloatArray::plusProduct(), oofem::FloatArray::resize(), and oofem::FloatArray::zero().
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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::LIBeam3d.
Definition at line 391 of file libeam3dboundary.C.
References oofem::FloatArray::beProductOf(), oofem::LIBeam3d::computeNmatrixAt(), oofem::Element::computeVectorOf(), oofem::GaussPoint::giveSubPatchCoordinates(), N, and oofem::FloatArray::resizeWithValues().
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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::LIBeam3d.
Definition at line 182 of file libeam3dboundary.C.
References oofem::FloatArray::at(), oofem::FloatMatrix::at(), computeLength(), oofem::DofManager::giveCoordinate(), oofem::LIBeam3d::giveReferenceNode(), length, recalculateCoordinates(), referenceNode, oofem::FloatMatrix::resize(), and oofem::FloatMatrix::zero().
Referenced by computeGtoLRotationMatrix().
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Reimplemented from oofem::Element.
Definition at line 80 of file libeam3dboundary.h.
References location.
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Definition at line 98 of file libeam3dboundary.C.
References location, and oofem::IntArray::resize().
Referenced by computeTransformationMatrix(), oofem::LIBeam3dBoundaryBeam::computeTransformationMatrix(), oofem::LIBeam3dBoundaryMembrane::computeTransformationMatrix(), oofem::LIBeam3dBoundaryPlate::computeTransformationMatrix(), oofem::LIBeam3dBoundaryTruss::computeTransformationMatrix(), oofem::LIBeam3dBoundaryVoigt::computeTransformationMatrix(), and recalculateCoordinates().
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Reimplemented from oofem::LIBeam3d.
Definition at line 65 of file libeam3dboundary.C.
References oofem::FEMComponent::giveDomain(), IPK_LIBeam3dBoundary_location, IPK_LIBeam3dBoundary_refnode, location, oofem::FEMComponent::number, PM_UPDATE_PARAMETER, and referenceNode.
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Performs post initialization steps.
Reimplemented from oofem::LIBeam3d.
Definition at line 75 of file libeam3dboundary.C.
References oofem::FEMComponent::giveDomain(), IPK_LIBeam3dBoundary_location, IPK_LIBeam3dBoundary_refnode, oofem::FEMComponent::number, OOFEM_ERROR, PM_ELEMENT_ERROR_IFNOTSET, and referenceNode.
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Reimplemented from oofem::Element.
Definition at line 120 of file libeam3dboundary.C.
References oofem::FloatArray::at(), oofem::IntArray::at(), oofem::Element::giveNode(), giveSwitches(), location, and oofem::FloatArray::resize().
Referenced by computeGlobalCoordinates(), computeLength(), and giveLocalCoordinateSystem().
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Definition at line 63 of file libeam3dboundary.h.
Referenced by initializeFrom(), and postInitialize().
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Definition at line 64 of file libeam3dboundary.h.
Referenced by initializeFrom(), and postInitialize().
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Definition at line 59 of file libeam3dboundary.h.
Referenced by computeLength(), giveLocalCoordinateSystem(), and LIBeam3dBoundary().
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Definition at line 61 of file libeam3dboundary.h.
Referenced by computeTransformationMatrix(), oofem::LIBeam3dBoundaryBeam::computeTransformationMatrix(), oofem::LIBeam3dBoundaryMembrane::computeTransformationMatrix(), oofem::LIBeam3dBoundaryPlate::computeTransformationMatrix(), oofem::LIBeam3dBoundaryTruss::computeTransformationMatrix(), oofem::LIBeam3dBoundaryVoigt::computeTransformationMatrix(), giveLocation(), giveSwitches(), initializeFrom(), and recalculateCoordinates().
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Definition at line 60 of file libeam3dboundary.h.
Referenced by giveLocalCoordinateSystem(), initializeFrom(), LIBeam3dBoundary(), and postInitialize().