OOFEM
2.4
OOFEM.org - Object Oriented Finite Element Solver
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This class implements a two dimensional interface element with interior penalty formulation. More...
#include <intelline1intpen.h>
Public Member Functions | |
IntElLine1IntPen (int n, Domain *d) | |
virtual | ~IntElLine1IntPen () |
virtual const char * | giveInputRecordName () const |
virtual const char * | giveClassName () const |
virtual int | computeGlobalCoordinates (FloatArray &answer, const FloatArray &lcoords) |
Computes the global coordinates from given element's local coordinates. More... | |
virtual void | computeCovarBaseVectorAt (GaussPoint *gp, FloatArray &G) |
virtual void | computeStiffnessMatrix (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) |
Computes the stiffness/tangent matrix of receiver. More... | |
virtual void | giveInternalForcesVector (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0) |
Returns equivalent nodal forces vectors. More... | |
Public Member Functions inherited from oofem::IntElLine1 | |
IntElLine1 (int n, Domain *d) | |
virtual | ~IntElLine1 () |
virtual FEInterpolation * | giveInterpolation () const |
virtual int | computeNumberOfDofs () |
Computes or simply returns total number of element's local DOFs. More... | |
virtual void | giveDofManDofIDMask (int inode, IntArray &answer) const |
Returns dofmanager dof mask for node. More... | |
virtual double | computeAreaAround (GaussPoint *gp) |
virtual void | computeTransformationMatrixAt (GaussPoint *gp, FloatMatrix &answer) |
virtual int | testElementExtension (ElementExtension ext) |
Tests if the element implements required extension. More... | |
virtual IRResultType | initializeFrom (InputRecord *ir) |
Initializes receiver according to object description stored in input record. More... | |
virtual void | giveEngTraction (FloatArray &answer, GaussPoint *gp, const FloatArray &jump, TimeStep *tStep) |
virtual void | giveStiffnessMatrix_Eng (FloatMatrix &answer, MatResponseMode rMode, IntegrationPoint *ip, TimeStep *tStep) |
virtual void | drawRawGeometry (oofegGraphicContext &gc, TimeStep *tStep) |
virtual void | drawDeformedGeometry (oofegGraphicContext &gc, TimeStep *tStep, UnknownType) |
virtual void | drawScalar (oofegGraphicContext &gc, TimeStep *tStep) |
Public Member Functions inherited from oofem::StructuralInterfaceElement | |
StructuralInterfaceElement (int n, Domain *d) | |
Constructor. More... | |
virtual | ~StructuralInterfaceElement () |
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 | computeTraction (FloatArray &traction, IntegrationPoint *ip, const FloatArray &jump, TimeStep *tStep) |
virtual void | computeSpatialJump (FloatArray &answer, 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 Interface * | giveInterface (InterfaceType) |
Interface requesting service. 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 | checkConsistency () |
Performs consistency check. More... | |
virtual void | giveInputRecord (DynamicInputRecord &input) |
Setups the input record string of receiver. More... | |
StructuralInterfaceCrossSection * | giveInterfaceCrossSection () |
virtual void | giveFirstPKTraction (FloatArray &answer, GaussPoint *gp, const FloatArray &jump, const FloatMatrix &F, TimeStep *tStep) |
virtual void | giveStiffnessMatrix_dTdj (FloatMatrix &answer, MatResponseMode rMode, IntegrationPoint *ip, TimeStep *tStep) |
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 | 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 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... | |
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... | |
int | giveLabel () const |
int | giveGlobalNumber () const |
void | setGlobalNumber (int num) |
Sets receiver globally unique number. More... | |
elementParallelMode | giveParallelMode () const |
Return elementParallelMode of receiver. More... | |
void | setParallelMode (elementParallelMode _mode) |
Sets parallel mode of element. More... | |
virtual elementParallelMode | giveKnotSpanParallelMode (int) const |
Returns the parallel mode for particular knot span of the receiver. More... | |
int | packUnknowns (DataStream &buff, TimeStep *tStep) |
Pack all necessary data of element (according to its parallel_mode) integration points into given communication buffer. More... | |
int | unpackAndUpdateUnknowns (DataStream &buff, TimeStep *tStep) |
Unpack and updates all necessary data of element (according to its parallel_mode) integration points into given communication buffer. More... | |
int | estimatePackSize (DataStream &buff) |
Estimates the necessary pack size to hold all packed data of receiver. More... | |
const IntArray * | givePartitionList () const |
Returns partition list of receiver. More... | |
void | setPartitionList (IntArray &pl) |
Sets partition list of receiver. More... | |
virtual double | predictRelativeComputationalCost () |
Returns the weight representing relative computational cost of receiver The reference element is triangular plane stress element with linear approximation, single integration point and linear isotropic material. More... | |
virtual double | giveRelativeSelfComputationalCost () |
Returns the weight representing relative computational cost of receiver The reference element is triangular plane stress element. More... | |
virtual double | predictRelativeRedistributionCost () |
Returns the relative redistribution cost of the receiver. More... | |
IntArray * | giveBodyLoadArray () |
Returns array containing load numbers of loads acting on element. More... | |
IntArray * | giveBoundaryLoadArray () |
Returns array containing load numbers of boundary loads acting on element. More... | |
virtual contextIOResultType | saveContext (DataStream &stream, ContextMode mode, void *obj=NULL) |
Stores receiver state to output stream. More... | |
virtual contextIOResultType | restoreContext (DataStream &stream, ContextMode mode, void *obj=NULL) |
Restores the receiver state previously written in stream. More... | |
virtual void | printOutputAt (FILE *file, TimeStep *tStep) |
Prints output of receiver to stream, for given time step. More... | |
void | giveLocationArray (IntArray &locationArray, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const |
Returns the location array (array of code numbers) of receiver for given numbering scheme. More... | |
void | giveLocationArray (IntArray &locationArray, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const |
virtual void | giveBoundaryLocationArray (IntArray &locationArray, const IntArray &bNodes, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) |
Returns the location array for the boundary of the element. More... | |
virtual void | giveBoundaryLocationArray (IntArray &locationArray, const IntArray &bNodes, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) |
virtual int | giveNumberOfDofs () |
virtual int | giveNumberOfInternalDofManagers () const |
virtual DofManager * | giveInternalDofManager (int i) const |
Returns i-th internal element dof manager of the receiver. More... | |
virtual double | giveCharacteristicValue (CharType type, TimeStep *tStep) |
Computes characteristic value of receiver of requested type in given time step. More... | |
virtual void | 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 | 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... | |
virtual void | computeBoundaryEdgeLoadVector (FloatArray &answer, BoundaryLoad *load, int edge, CharType type, ValueModeType mode, TimeStep *tStep, bool global=true) |
Computes the contribution of the given load at the given boundary edge. More... | |
const IntArray & | giveBodyLoadList () const |
Returns receiver list of bodyloads. More... | |
const IntArray & | giveBoundaryLoadList () const |
Returns receiver list of boundary loads. More... | |
void | computeVectorOf (ValueModeType u, TimeStep *tStep, FloatArray &answer) |
Returns local vector of unknowns. More... | |
void | computeVectorOf (const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false) |
void | computeBoundaryVectorOf (const IntArray &bNodes, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false) |
Boundary version of computeVectorOf. More... | |
void | computeVectorOf (PrimaryField &field, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false) |
Returns local vector of unknowns. More... | |
void | computeVectorOfPrescribed (ValueModeType u, TimeStep *tStep, FloatArray &answer) |
Returns local vector of prescribed unknowns. More... | |
void | computeVectorOfPrescribed (const IntArray &dofIDMask, ValueModeType type, TimeStep *tStep, FloatArray &answer) |
Returns local vector of prescribed unknowns. More... | |
virtual int | computeNumberOfGlobalDofs () |
Computes the total number of element's global dofs. More... | |
int | computeNumberOfPrimaryMasterDofs () |
Computes the total number of element's primary master DOFs. More... | |
virtual bool | computeGtoLRotationMatrix (FloatMatrix &answer) |
Returns transformation matrix from global c.s. More... | |
virtual bool | giveRotationMatrix (FloatMatrix &answer) |
Transformation matrices updates rotation matrix between element-local and primary DOFs, taking into account nodal c.s. More... | |
virtual bool | computeDofTransformationMatrix (FloatMatrix &answer, const IntArray &nodes, bool includeInternal) |
Returns transformation matrix for DOFs from global coordinate system to local coordinate system in nodes. More... | |
virtual void | giveInternalDofManDofIDMask (int inode, IntArray &answer) const |
Returns internal dofmanager dof mask for node. More... | |
virtual void | giveElementDofIDMask (IntArray &answer) const |
Returns element dof mask for node. More... | |
virtual void | computeField (ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer) |
Computes the unknown vector interpolated at the specified local coordinates. More... | |
virtual double | computeVolumeAround (GaussPoint *gp) |
Returns volume related to given integration point. More... | |
virtual double | computeVolumeAreaOrLength () |
Computes the volume, area or length of the element depending on its spatial dimension. More... | |
double | computeMeanSize () |
Computes the size of the element defined as its length. More... | |
virtual double | computeVolume () |
Computes the volume. More... | |
virtual double | computeArea () |
Computes the area (zero for all but 2d geometries). More... | |
virtual double | computeLength () |
Computes the length (zero for all but 1D geometries) More... | |
virtual void | giveBoundaryEdgeNodes (IntArray &bNodes, int boundary) |
Returns list of receiver boundary nodes for given edge. More... | |
virtual void | giveBoundarySurfaceNodes (IntArray &bNodes, int boundary) |
Returns list of receiver boundary nodes for given surface. More... | |
virtual IntegrationRule * | giveBoundaryEdgeIntegrationRule (int order, int boundary) |
Returns boundary edge integration rule. More... | |
virtual IntegrationRule * | giveBoundarySurfaceIntegrationRule (int order, int boundary) |
Returns boundary surface integration rule. More... | |
int | giveDofManagerNumber (int i) const |
Translates local to global indices for dof managers. More... | |
const IntArray & | giveDofManArray () const |
void | addDofManager (DofManager *dMan) |
DofManager * | giveDofManager (int i) const |
Node * | giveNode (int i) const |
Returns reference to the i-th node of element. More... | |
virtual ElementSide * | giveSide (int i) const |
Returns reference to the i-th side of element. More... | |
virtual FEInterpolation * | giveInterpolation (DofIDItem id) const |
Returns the interpolation for the specific dof id. More... | |
virtual Material * | giveMaterial () |
int | giveMaterialNumber () const |
CrossSection * | giveCrossSection () |
void | setMaterial (int matIndx) |
Sets the material of receiver. More... | |
virtual void | setCrossSection (int csIndx) |
Sets the cross section model of receiver. More... | |
virtual int | giveNumberOfDofManagers () const |
virtual int | giveNumberOfNodes () const |
Returns number of nodes of receiver. More... | |
void | setDofManagers (const IntArray &dmans) |
Sets receiver dofManagers. More... | |
void | setBodyLoads (const IntArray &bodyLoads) |
Sets receiver bodyLoadArray. More... | |
void | setIntegrationRules (std::vector< std::unique_ptr< IntegrationRule > > irlist) |
Sets integration rules. More... | |
virtual integrationDomain | giveIntegrationDomain () const |
Returns integration domain for receiver, used to initialize integration point over receiver volume. More... | |
virtual MaterialMode | giveMaterialMode () |
Returns material mode for receiver integration points. More... | |
virtual 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 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... | |
virtual double | giveCharacteristicLength (const FloatArray &normalToCrackPlane) |
Returns the size of element in the given direction, in some cases adjusted (e.g. More... | |
double | giveCharacteristicLengthForPlaneElements (const FloatArray &normalToCrackPlane) |
Returns the size of element in the given direction if the direction is in the XY plane, otherwise gives the mean size defined as the square root of the element area. More... | |
double | giveCharacteristicLengthForAxisymmElements (const FloatArray &normalToCrackPlane) |
Returns the size of an axisymmetric element in the given direction if the direction is in the XY plane, otherwise gives the mean distance vrom the symmetry axis multiplied by pi. More... | |
virtual double | giveCharacteristicSize (GaussPoint *gp, FloatArray &normalToCrackPlane, ElementCharSizeMethod method) |
Returns characteristic element size for a given integration point and given direction. More... | |
virtual double | giveParentElSize () const |
Returns the size (length, area or volume depending on element type) of the parent element. More... | |
virtual void | updateBeforeNonlocalAverage (TimeStep *tStep) |
Updates internal element state (in all integration points of receiver) before nonlocal averaging takes place. More... | |
virtual bool | computeLocalCoordinates (FloatArray &answer, const FloatArray &gcoords) |
Computes the element local coordinates from given global coordinates. More... | |
virtual int | giveLocalCoordinateSystem (FloatMatrix &answer) |
Returns local coordinate system of receiver Required by material models with ortho- and anisotrophy. More... | |
virtual void | computeMidPlaneNormal (FloatArray &answer, const GaussPoint *gp) |
Computes mid-plane normal of receiver at integration point. More... | |
virtual int | adaptiveMap (Domain *oldd, TimeStep *tStep) |
Initializes the internal state variables stored in all IPs according to state in given domain. More... | |
virtual int | mapStateVariables (Domain &iOldDom, const TimeStep &iTStep) |
Maps the internal state variables stored in all IPs from the old domain to the new domain. More... | |
virtual int | adaptiveUpdate (TimeStep *tStep) |
Updates the internal state variables stored in all IPs according to already mapped state. More... | |
virtual int | adaptiveFinish (TimeStep *tStep) |
Finishes the mapping for given time step. More... | |
virtual void | updateLocalNumbering (EntityRenumberingFunctor &f) |
Local renumbering support. More... | |
template<class T > | |
void | ipEvaluator (T *src, void(T::*f)(GaussPoint *gp)) |
Integration point evaluator, loops over receiver IP's and calls given function (passed as f parameter) on them. The IP is parameter to function f. More... | |
template<class T , class S > | |
void | ipEvaluator (T *src, void(T::*f)(GaussPoint *, S &), S &_val) |
Integration point evaluator, loops over receiver IP's and calls given function (passed as f parameter) on them. The IP is parameter to function f as well as additional array. More... | |
Public Member Functions inherited from oofem::FEMComponent | |
FEMComponent (int n, Domain *d) | |
Regular constructor, creates component with given number and belonging to given domain. More... | |
virtual | ~FEMComponent () |
Virtual destructor. More... | |
Domain * | giveDomain () const |
virtual void | setDomain (Domain *d) |
Sets associated Domain. More... | |
int | giveNumber () const |
void | setNumber (int num) |
Sets number of receiver. More... | |
virtual void | printYourself () |
Prints receiver state on stdout. Useful for debugging. More... | |
std::string | errorInfo (const char *func) const |
Returns string for prepending output (used by error reporting macros). More... | |
Protected Member Functions | |
virtual void | computeNmatrixAt (GaussPoint *gp, FloatMatrix &answer) |
Computes modified interpolation matrix (N) for the element which multiplied with the unknowns vector (u) produces the spatial jump. More... | |
virtual void | computeGaussPoints () |
Initializes the array of integration rules member variable. More... | |
Element_Geometry_Type | giveGeometryType () const |
Returns the element geometry type. More... | |
Protected Member Functions inherited from oofem::StructuralInterfaceElement | |
virtual int | giveNumberOfIPForMassMtrxIntegration () |
Return desired number of integration points for consistent mass matrix computation, if required. More... | |
virtual int | testCrossSectionExtension (CrossSectExtension ext) |
Additional Inherited Members | |
Protected Attributes inherited from oofem::IntElLine1 | |
bool | axisymmode |
Flag controlling axisymmetric mode (integration over unit circumferential angle) More... | |
Protected Attributes inherited from oofem::StructuralInterfaceElement | |
FloatArray | initialDisplacements |
Initial displacement vector, describes the initial nodal displacements when element has been casted. More... | |
FEInterpolation * | interpolation |
int | nlGeometry |
Flag indicating if geometrical nonlinearities apply. More... | |
Protected Attributes inherited from oofem::Element | |
int | numberOfDofMans |
Number of dofmanagers. More... | |
IntArray | dofManArray |
Array containing dofmanager numbers. More... | |
int | material |
Number of associated material. More... | |
int | crossSection |
Number of associated cross section. More... | |
IntArray | bodyLoadArray |
Array containing indexes of loads (body loads and boundary loads are kept separately), that apply on receiver. More... | |
IntArray | boundaryLoadArray |
std::vector< std::unique_ptr< IntegrationRule > > | integrationRulesArray |
List of integration rules of receiver (each integration rule contains associated integration points also). More... | |
FloatMatrix | elemLocalCS |
Transformation material matrix, used in orthotropic and anisotropic materials, global->local transformation. More... | |
int | activityTimeFunction |
Element activity time function. If defined, nonzero value indicates active receiver, zero value inactive element. More... | |
int | globalNumber |
In parallel mode, globalNumber contains globally unique DoFManager number. More... | |
int | numberOfGaussPoints |
Number of integration points as specified by nip. More... | |
elementParallelMode | parallel_mode |
Determines the parallel mode of the element. More... | |
IntArray | partitions |
List of partition sharing the shared element or remote partition containing remote element counterpart. More... | |
Protected Attributes inherited from oofem::FEMComponent | |
int | number |
Component number. More... | |
Domain * | domain |
Link to domain object, useful for communicating with other FEM components. More... | |
Static Protected Attributes inherited from oofem::IntElLine1 | |
static FEI2dLineLin | interp |
This class implements a two dimensional interface element with interior penalty formulation.
Definition at line 49 of file intelline1intpen.h.
oofem::IntElLine1IntPen::IntElLine1IntPen | ( | int | n, |
Domain * | d | ||
) |
Definition at line 20 of file intelline1intpen.C.
References oofem::Element::numberOfDofMans, and oofem::Element::numberOfGaussPoints.
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virtual |
Definition at line 27 of file intelline1intpen.C.
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virtual |
Reimplemented from oofem::IntElLine1.
Definition at line 71 of file intelline1intpen.C.
References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FEInterpolation::evaldNdxi(), oofem::Node::giveCoordinate(), oofem::IntElLine1::giveInterpolation(), oofem::Element::giveNode(), oofem::IntElLine1::interp, oofem::FloatArray::resize(), and oofem::FloatArray::zero().
Referenced by giveClassName().
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protectedvirtual |
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::IntElLine1.
Definition at line 515 of file intelline1intpen.C.
References oofem::Element::integrationRulesArray.
Referenced by giveClassName().
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virtual |
Computes the global coordinates from given element's local coordinates.
answer | Requested global coordinates. |
lcoords | Local coordinates. |
Reimplemented from oofem::StructuralInterfaceElement.
Definition at line 31 of file intelline1intpen.C.
References oofem::FloatArray::add(), oofem::FloatArray::at(), oofem::FEInterpolation::evalN(), oofem::DofManager::giveCoordinates(), oofem::Element::giveDofManager(), oofem::IntElLine1::giveInterpolation(), oofem::IntElLine1::interp, N, oofem::FloatArray::resize(), and oofem::FloatArray::zero().
Referenced by giveClassName().
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protectedvirtual |
Computes modified interpolation matrix (N) for the element which multiplied with the unknowns vector (u) produces the spatial jump.
gp | Integration point for which answer is assembled. |
answer | Interpolation matrix evaluated at gp. |
Reimplemented from oofem::IntElLine1.
Definition at line 473 of file intelline1intpen.C.
References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FEInterpolation::evalN(), oofem::IntElLine1::giveInterpolation(), oofem::GaussPoint::giveNaturalCoordinate(), oofem::IntElLine1::interp, N, oofem::FloatMatrix::resize(), and oofem::FloatMatrix::zero().
Referenced by computeStiffnessMatrix(), giveClassName(), and giveInternalForcesVector().
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virtual |
Computes the stiffness/tangent matrix of receiver.
Default implementation computes element stiffness using formulae, where is the element geometric matrix such that and is the stiffness matrix of the interface material. Numerical integration procedure uses integrationRulesArray for numerical integration.
The geometrical matrix is obtained using computeNmatrixAt service and the constitutive matrix is obtained using computeConstitutiveMatrixAt service.
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::StructuralInterfaceElement.
Definition at line 104 of file intelline1intpen.C.
References oofem::FloatMatrix::add(), oofem::FloatMatrix::beProductOf(), oofem::FloatMatrix::clear(), oofem::IntElLine1::computeAreaAround(), computeNmatrixAt(), oofem::IntElLine1::computeTransformationMatrixAt(), oofem::Element::giveCrossSection(), oofem::Element::giveDefaultIntegrationRulePtr(), oofem::StructuralInterfaceElement::giveStiffnessMatrix_dTdj(), oofem::IntElLine1::giveStiffnessMatrix_Eng(), oofem::CrossSection::isCharacteristicMtrxSymmetric(), N, oofem::StructuralInterfaceElement::nlGeometry, OOFEM_ERROR, oofem::FloatMatrix::plusProductSymmUpper(), oofem::FloatMatrix::plusProductUnsym(), oofem::FloatMatrix::rotatedWith(), oofem::FloatMatrix::symmetrized(), and oofem::FloatMatrix::times().
Referenced by giveClassName().
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inlinevirtual |
Reimplemented from oofem::IntElLine1.
Definition at line 55 of file intelline1intpen.h.
References computeCovarBaseVectorAt(), computeGaussPoints(), computeGlobalCoordinates(), computeNmatrixAt(), computeStiffnessMatrix(), and giveInternalForcesVector().
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inlineprotectedvirtual |
Returns the element geometry type.
This information is assumed to be of general interest, but it is required only for some specialized tasks.
Reimplemented from oofem::IntElLine1.
Definition at line 102 of file intelline1intpen.h.
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inlinevirtual |
Reimplemented from oofem::IntElLine1.
Definition at line 54 of file intelline1intpen.h.
References _IFT_IntElLine1IntPen_Name.
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virtual |
Returns equivalent nodal forces vectors.
Useful for nonlinear analysis. Default implementation computes result as , where 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::StructuralInterfaceElement.
Definition at line 284 of file intelline1intpen.C.
References oofem::FloatArray::add(), oofem::FloatMatrix::add(), oofem::FloatArray::at(), oofem::FloatArray::beProductOf(), oofem::FloatArray::clear(), oofem::FloatMatrix::clear(), oofem::IntElLine1::computeAreaAround(), computeNmatrixAt(), oofem::StructuralInterfaceElement::computeTraction(), oofem::IntElLine1::computeTransformationMatrixAt(), oofem::Element::computeVectorOf(), oofem::Element::giveDefaultIntegrationRulePtr(), oofem::FloatArray::giveSize(), oofem::StructuralInterfaceElement::initialDisplacements, oofem::StructuralInterfaceMaterialStatus::letProjectedTractionBe(), N, oofem::FloatArray::plusProduct(), oofem::FloatArray::rotatedWith(), oofem::FloatArray::subtract(), oofem::FloatArray::times(), and oofem::FloatMatrix::times().
Referenced by giveClassName().