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OOFEM 3.0
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#include <truss3dnl.h>
Public Member Functions | |
| Truss3dnl (int n, Domain *d) | |
| virtual | ~Truss3dnl () |
| const char * | giveInputRecordName () const override |
| const char * | giveClassName () const override |
| void | initializeFrom (InputRecord &ir, int priority) override |
| void | computeStiffnessMatrix (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) override |
| void | giveInternalForcesVector (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0) override |
| Public Member Functions inherited from oofem::Truss3d | |
| Truss3d (int n, Domain *d) | |
| virtual | ~Truss3d () |
| FEInterpolation * | giveInterpolation () const override |
| double | computeLength () override |
| void | computeInitialStressMatrix (FloatMatrix &answer, TimeStep *tStep) override |
| void | computeLumpedMassMatrix (FloatMatrix &answer, TimeStep *tStep) override |
| void | computeMassMatrix (FloatMatrix &answer, TimeStep *tStep) override |
| int | giveLocalCoordinateSystem (FloatMatrix &answer) override |
| int | computeNumberOfDofs () override |
| void | giveDofManDofIDMask (int inode, IntArray &) const override |
| double | giveCharacteristicLength (const FloatArray &normalToCrackPlane) override |
| double | computeVolumeAround (GaussPoint *gp) override |
| int | testElementExtension (ElementExtension ext) override |
| Interface * | giveInterface (InterfaceType it) override |
| void | NodalAveragingRecoveryMI_computeNodalValue (FloatArray &answer, int node, InternalStateType type, TimeStep *tStep) override |
| void | drawRawGeometry (oofegGraphicContext &gc, TimeStep *tStep) override |
| void | drawDeformedGeometry (oofegGraphicContext &gc, TimeStep *tStep, UnknownType) override |
| MaterialMode | giveMaterialMode () override |
| Element_Geometry_Type | giveGeometryType () const override |
| void | computeStressVector (FloatArray &answer, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep) override |
| int | giveIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) override |
| void | computeConstitutiveMatrixAt (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) override |
| void | computeConstitutiveMatrix_dPdF_At (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) override |
| Public Member Functions inherited from oofem::NLStructuralElement | |
| NLStructuralElement (int n, Domain *d) | |
| virtual | ~NLStructuralElement () |
| Destructor. | |
| int | giveGeometryMode () |
| void | computeFirstPKStressVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) |
| void | computeCauchyStressVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) |
| void | computeStiffnessMatrix_withIRulesAsSubcells (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) |
| void | giveInternalForcesVector_withIRulesAsSubcells (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0) override |
| virtual void | computeDeformationGradientVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) |
| double | computeCurrentVolume (TimeStep *tStep) |
| void | giveInputRecord (DynamicInputRecord &input) 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 | computeLumpedInitialStressMatrix (FloatMatrix &answer, TimeStep *tStep) |
| void | computeField (ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer) override |
| virtual void | computeStrainVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) |
| 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 |
| int | giveInternalStateAtNode (FloatArray &answer, InternalStateType type, InternalStateMode mode, int node, TimeStep *tStep) override |
| void | showSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) override |
| Shows sparse structure. | |
| void | showExtendedSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) override |
| Shows extended sparse structure (for example, due to nonlocal interactions for tangent stiffness). | |
| void | computeLoadVector (FloatArray &answer, BodyLoad *load, CharType type, ValueModeType mode, TimeStep *tStep) override |
| void | computeBoundarySurfaceLoadVector (FloatArray &answer, BoundaryLoad *load, int boundary, CharType type, ValueModeType mode, TimeStep *tStep, bool global=true) override |
| void | computeBoundaryEdgeLoadVector (FloatArray &answer, BoundaryLoad *load, int boundary, CharType type, ValueModeType mode, TimeStep *tStep, bool global=true) override |
| virtual void | computeEdgeNMatrix (FloatMatrix &answer, int boundaryID, const FloatArray &lcoords) |
| computes edge interpolation matrix | |
| virtual void | computeSurfaceNMatrix (FloatMatrix &answer, int boundaryID, const FloatArray &lcoords) |
| StructuralCrossSection * | giveStructuralCrossSection () |
| Helper function which returns the structural cross-section for the element. | |
| virtual void | createMaterialStatus () |
| Public Member Functions inherited from oofem::Element | |
| Element (int n, Domain *aDomain) | |
| Element (const Element &src)=delete | |
| Element & | operator= (const Element &src)=delete |
| virtual | ~Element () |
| Virtual destructor. | |
| void | giveLocationArray (IntArray &locationArray, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const |
| void | giveLocationArray (IntArray &locationArray, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const |
| virtual void | giveBoundaryLocationArray (IntArray &locationArray, const IntArray &bNodes, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) |
| virtual void | giveBoundaryLocationArray (IntArray &locationArray, const IntArray &bNodes, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) |
| virtual int | giveNumberOfDofs () |
| virtual int | giveNumberOfInternalDofManagers () const |
| virtual DofManager * | giveInternalDofManager (int i) const |
| virtual void | setInternalDofManager (int num, std::unique_ptr< DofManager > dm) |
| virtual double | giveCharacteristicValue (CharType type, TimeStep *tStep) |
| virtual void | computeTangentFromSurfaceLoad (FloatMatrix &answer, BoundaryLoad *load, int boundary, MatResponseMode rmode, TimeStep *tStep) |
| virtual void | computeTangentFromEdgeLoad (FloatMatrix &answer, BoundaryLoad *load, int boundary, MatResponseMode rmode, TimeStep *tStep) |
| const IntArray & | giveBodyLoadList () const |
| const IntArray & | giveBoundaryLoadList () const |
| void | computeVectorOf (ValueModeType u, TimeStep *tStep, FloatArray &answer) |
| void | computeVectorOf (const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false) |
| void | computeBoundaryVectorOf (const IntArray &bNodes, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false) |
| void | computeVectorOf (PrimaryField &field, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false) |
| void | computeVectorOfPrescribed (ValueModeType u, TimeStep *tStep, FloatArray &answer) |
| void | computeVectorOfPrescribed (const IntArray &dofIDMask, ValueModeType type, TimeStep *tStep, FloatArray &answer) |
| virtual int | computeNumberOfGlobalDofs () |
| int | computeNumberOfPrimaryMasterDofs () |
| virtual bool | computeGtoLRotationMatrix (FloatMatrix &answer) |
| virtual bool | giveRotationMatrix (FloatMatrix &answer) |
| virtual bool | computeDofTransformationMatrix (FloatMatrix &answer, const IntArray &nodes, bool includeInternal) |
| virtual void | giveInternalDofManDofIDMask (int inode, IntArray &answer) const |
| virtual void | giveElementDofIDMask (IntArray &answer) const |
| virtual double | 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 (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 integrationDomain | giveIntegrationDomain () const |
| virtual int | giveIntegrationRuleLocalCodeNumbers (IntArray &answer, IntegrationRule &ie) |
| int | giveRegionNumber () |
| virtual void | initializeYourself (TimeStep *timeStepWhenICApply) |
| virtual bool | isActivated (TimeStep *tStep) |
| virtual bool | isCast (TimeStep *tStep) |
| virtual void | initForNewStep () |
| virtual Element_Geometry_Type | giveEdgeGeometryType (int id) const |
| Returns the receiver edge geometry type. | |
| virtual Element_Geometry_Type | giveSurfaceGeometryType (int id) const |
| Returns the receiver surface geometry type. | |
| virtual int | giveSpatialDimension () |
| virtual int | giveNumberOfBoundarySides () |
| Returns number of boundaries (entities of element_dimension-1: points, edges, surfaces). | |
| virtual int | giveNumberOfEdges () const |
| virtual int | giveNumberOfSurfaces () const |
| virtual int | giveDefaultIntegrationRule () const |
| virtual IntegrationRule * | giveDefaultIntegrationRulePtr () |
| int | giveNumberOfIntegrationRules () |
| virtual IntegrationRule * | giveIntegrationRule (int i) |
| std::vector< std ::unique_ptr< IntegrationRule > > & | giveIntegrationRulesArray () |
| int | giveGlobalIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) |
| virtual double | giveLengthInDir (const FloatArray &normalToCrackPlane) |
| double | giveCharacteristicLengthForPlaneElements (const FloatArray &normalToCrackPlane) |
| double | giveCharacteristicLengthForAxisymmElements (const FloatArray &normalToCrackPlane) |
| virtual double | giveCharacteristicSize (GaussPoint *gp, FloatArray &normalToCrackPlane, ElementCharSizeMethod method) |
| virtual double | giveParentElSize () const |
| virtual int | computeGlobalCoordinates (FloatArray &answer, const FloatArray &lcoords) |
| virtual bool | computeLocalCoordinates (FloatArray &answer, const FloatArray &gcoords) |
| virtual 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 | postInitialize () override |
| Performs post initialization steps. | |
| void | saveContext (DataStream &stream, ContextMode mode) override |
| void | restoreContext (DataStream &stream, ContextMode mode) override |
| void | printOutputAt (FILE *file, TimeStep *tStep) override |
| virtual const IntArray | giveLocation () |
| virtual void | recalculateCoordinates (int nodeNumber, FloatArray &coords) |
| void | setSharedEdgeID (int iedge, int globalID) |
| void | setSharedSurfaceID (int isurf, int globalID) |
| const IntArray * | giveSharedEdgeIDs () const |
| const IntArray * | giveSharedSurfaceIDs () const |
| Public Member Functions inherited from oofem::FEMComponent | |
| FEMComponent (int n, Domain *d) | |
| virtual | ~FEMComponent ()=default |
| Virtual destructor. | |
| Domain * | giveDomain () const |
| virtual void | setDomain (Domain *d) |
| int | giveNumber () const |
| void | setNumber (int num) |
| virtual void | initializeFrom (InputRecord &ir) |
| virtual void | printYourself () |
| Prints receiver state on stdout. Useful for debugging. | |
| std::string | errorInfo (const char *func) const |
| Returns string for prepending output (used by error reporting macros). | |
| Public Member Functions inherited from oofem::ZZNodalRecoveryModelInterface | |
| ZZNodalRecoveryModelInterface (Element *element) | |
| Constructor. | |
| virtual bool | ZZNodalRecoveryMI_computeNValProduct (FloatMatrix &answer, InternalStateType type, TimeStep *tStep) |
| virtual void | ZZNodalRecoveryMI_computeNNMatrix (FloatArray &answer, InternalStateType type) |
| Public Member Functions inherited from oofem::Interface | |
| Interface () | |
| Constructor. | |
| virtual | ~Interface () |
| Public Member Functions inherited from oofem::NodalAveragingRecoveryModelInterface | |
| NodalAveragingRecoveryModelInterface () | |
| Constructor. | |
Protected Member Functions | |
| void | _computeBmatrixAt (GaussPoint *gp, FloatMatrix &answer, TimeStep *tStep, bool lin=false) |
| void | computeBlMatrixAt (GaussPoint *gp, FloatMatrix &answer) |
| void | computeBnlMatrixAt (GaussPoint *gp, FloatMatrix &answer, TimeStep *tStep, bool lin=false) |
| void | computeInitialStressStiffness (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) |
| void | computeGaussPoints () override |
| Protected Member Functions inherited from oofem::Truss3d | |
| void | giveEdgeDofMapping (IntArray &answer, int iEdge) const override |
| double | computeEdgeVolumeAround (GaussPoint *gp, int) override |
| int | computeLoadLEToLRotationMatrix (FloatMatrix &answer, int, GaussPoint *gp) override |
| void | computeBmatrixAt (GaussPoint *gp, FloatMatrix &answer, int=1, int=ALL_STRAINS) override |
| void | computeBHmatrixAt (GaussPoint *gp, FloatMatrix &answer) override |
| void | computeNmatrixAt (const FloatArray &iLocCoord, FloatMatrix &answer) override |
| Protected Member Functions inherited from oofem::NLStructuralElement | |
| int | checkConsistency () 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 | computeLoadGToLRotationMtrx (FloatMatrix &answer) |
| virtual int | computeLoadLSToLRotationMatrix (FloatMatrix &answer, int iSurf, GaussPoint *gp) |
| virtual int | giveNumberOfIPForMassMtrxIntegration () |
| void | condense (FloatMatrix *stiff, FloatMatrix *mass, FloatArray *load, IntArray *what) |
| virtual void | setupIRForMassMtrxIntegration (IntegrationRule &iRule) |
| virtual void | computeBodyLoadVectorAt (FloatArray &answer, Load *load, TimeStep *tStep, ValueModeType mode) |
Protected Attributes | |
| double | initialStretch |
| Protected Attributes inherited from oofem::NLStructuralElement | |
| int | nlGeometry =0 |
| Flag indicating if geometrical nonlinearities apply. | |
| 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_Truss3dnl_initialStretch |
| [optional] Initial stretch of the truss element. | |
| Static Protected Attributes inherited from oofem::Truss3d | |
| static FEI3dLineLin | interp |
| Static Protected Attributes inherited from oofem::NLStructuralElement | |
| static ParamKey | IPK_NLStructuralElement_nlgeoflag |
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 nonlinear two-node truss bar element for three-dimensional analysis.
Definition at line 48 of file truss3dnl.h.
| oofem::Truss3dnl::Truss3dnl | ( | int | n, |
| Domain * | d ) |
Definition at line 56 of file truss3dnl.C.
References initialStretch, and oofem::Truss3d::Truss3d().
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inlinevirtual |
Definition at line 56 of file truss3dnl.h.
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protected |
Definition at line 182 of file truss3dnl.C.
References oofem::FloatMatrix::add(), computeBlMatrixAt(), and computeBnlMatrixAt().
Referenced by computeInitialStressStiffness(), computeStiffnessMatrix(), and giveInternalForcesVector().
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protected |
Definition at line 194 of file truss3dnl.C.
References oofem::Truss3d::computeBmatrixAt().
Referenced by _computeBmatrixAt().
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protected |
Definition at line 206 of file truss3dnl.C.
References oofem::FloatMatrix::at(), oofem::FloatMatrix::beProductOf(), oofem::FloatMatrix::beTranspositionOf(), oofem::Truss3d::computeLength(), oofem::Element::computeVectorOf(), oofem::FloatMatrix::fromArray(), and oofem::FloatMatrix::times().
Referenced by _computeBmatrixAt().
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overrideprotectedvirtual |
Initializes the array of integration rules member variable. Element can have multiple integration rules for different tasks. For example structural element family class uses this feature to implement transparent support for reduced and selective integration of some strain components. Must be defined by terminator classes.
Reimplemented from oofem::Truss3d.
Definition at line 264 of file truss3dnl.C.
References oofem::Element::giveCrossSection(), oofem::Element::integrationRulesArray, and oofem::Element::numberOfGaussPoints.
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protected |
Definition at line 231 of file truss3dnl.C.
References _computeBmatrixAt(), oofem::FloatArray::add(), oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FloatArray::beProductOf(), oofem::Truss3d::computeConstitutiveMatrixAt(), oofem::Truss3d::computeLength(), oofem::Element::computeVectorOf(), oofem::StructuralElement::giveStructuralCrossSection(), initialStretch, oofem::FloatMatrix::resize(), oofem::FloatArray::times(), and oofem::FloatMatrix::times().
Referenced by computeStiffnessMatrix().
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overridevirtual |
Computes the stiffness matrix of receiver. The response is evaluated using \( \int B_{\mathrm{H}}^{\mathrm{T}} D B_{\mathrm{H}} \;\mathrm{d}v \), where \( B_{\mathrm{H}} \) is the B-matrix which produces the displacement gradient vector \( H_{\mathrm{V}} \) when multiplied with the solution vector a. Reduced integration are taken into account.
| answer | Computed stiffness matrix. |
| rMode | Response mode. |
| tStep | Time step. |
Reimplemented from oofem::NLStructuralElement.
Definition at line 143 of file truss3dnl.C.
References _computeBmatrixAt(), oofem::FloatMatrix::add(), oofem::FloatMatrix::beProductOf(), oofem::FloatMatrix::clear(), oofem::Truss3d::computeConstitutiveMatrixAt(), computeInitialStressStiffness(), oofem::Truss3d::computeVolumeAround(), oofem::Element::giveDefaultIntegrationRulePtr(), oofem::StructuralElement::giveStructuralCrossSection(), oofem::Element::integrationRulesArray, oofem::Element::isActivated(), oofem::StructuralCrossSection::isCharacteristicMtrxSymmetric(), oofem::FloatMatrix::plusProductSymmUpper(), oofem::FloatMatrix::plusProductUnsym(), oofem::FloatMatrix::symmetrized(), and oofem::FloatMatrix::times().
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inlineoverridevirtual |
Reimplemented from oofem::Truss3d.
Definition at line 60 of file truss3dnl.h.
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inlineoverridevirtual |
Reimplemented from oofem::Truss3d.
Definition at line 59 of file truss3dnl.h.
References _IFT_Truss3dnl_Name.
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overridevirtual |
Evaluates nodal representation of real internal forces. Necessary transformations are taken into account.
| answer | Equivalent nodal forces vector. |
| tStep | Time step |
| useUpdatedGpRecord | If equal to zero, the stresses in integration points are computed (slow but safe). |
Reimplemented from oofem::NLStructuralElement.
Definition at line 72 of file truss3dnl.C.
References _computeBmatrixAt(), oofem::FloatArray::add(), oofem::FloatArray::at(), oofem::FloatArray::beProductOf(), oofem::FloatArray::clear(), oofem::Truss3d::computeStressVector(), oofem::Element::computeVectorOf(), oofem::Truss3d::computeVolumeAround(), oofem::Element::giveDefaultIntegrationRulePtr(), oofem::FloatArray::giveSize(), oofem::StructuralMaterialStatus::giveStressVector(), oofem::StructuralElement::initialDisplacements, initialStretch, oofem::Element::isActivated(), oofem::FloatArray::plusProduct(), oofem::FloatArray::resize(), oofem::FloatArray::subtract(), oofem::FloatArray::times(), and oofem::FloatArray::zero().
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overridevirtual |
Reimplemented from oofem::Truss3d.
Definition at line 63 of file truss3dnl.C.
References oofem::FEMComponent::giveDomain(), initialStretch, IPK_Truss3dnl_initialStretch, oofem::FEMComponent::number, and PM_UPDATE_PARAMETER.
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protected |
Definition at line 51 of file truss3dnl.h.
Referenced by computeInitialStressStiffness(), giveInternalForcesVector(), initializeFrom(), and Truss3dnl().
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staticprotected |
[optional] Initial stretch of the truss element.
Definition at line 52 of file truss3dnl.h.
Referenced by initializeFrom().