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OOFEM
2.1
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| oofem::AbaqusUserMaterial | This class allows for custom user materials from Abaqus (UMAT) |
| oofem::AbaqusUserMaterialStatus | |
| oofem::ActiveBoundaryCondition | Abstract base class for all active boundary conditions |
| oofem::ActiveDof | Class representing "slave" degree of freedom with an active boundary condition |
| oofem::AdaptiveLinearStatic | This class implements an adaptive linear static engineering problem |
| oofem::AdaptiveNonLinearStatic | This class implements Adaptive Non-LinearStatic Engineering problem |
| oofem::AgingIsoLEMaterial | |
| oofem::AList< T > | Class implementing generic list (or more precisely array) |
| oofem::AnisotropicMassTransferMaterial | Class for an anisotropic linear transport material |
| oofem::AnisotropicMassTransferMaterialStatus | Material status class for a linear anisotropic mass transfer material |
| oofem::CemhydMatStatus::ants | |
| oofem::ApplicationOrdering | Base class for ordering of equation for parallelization |
| oofem::Axisymm3d | This class implements an triangular three-node finite element for axisymmetric continuum |
| oofem::B3Material | This class implements the B3 model for concrete creep and shrinkage |
| oofem::B3SolidMaterial | This class implements the B3 model for concrete creep and shrinkage based on the solidification theory |
| oofem::B3SolidMaterialStatus | This class implements associated Material Status to B3SolidMaterial |
| oofem::BasicGeometry | Abstract representation of Geometry Patch inherits from this class |
| oofem::BazantNajjarMoistureTransferMaterial | This class implements a isotropic moisture tranport material |
| oofem::Beam2d | This class implements a 2-dimensional beam element with cubic lateral displacement, quadratic rotations, and linear longitudinal displacements and geometry |
| oofem::Beam3d | This class implements a 2-dimensional beam element with cubic lateral displacement interpolation (rotations are quadratic) and longitudial displacements are linear |
| oofem::BinghamFluidMaterial2 | Constitutive model of Bingham fluid for concentrated suspensions and pastes |
| oofem::BinghamFluidMaterial2Status | Class representing material status for Bingham material |
| oofem::BodyLoad | Class implementing element body load, acting over whole element volume (e.g., the dead weight) |
| oofem::BoundaryCondition | Class implementing Dirichlet boundary condition on DOF (primary boundary condition) |
| oofem::BoundaryLoad | Abstract base class representing a boundary load (force, momentum, ...) that acts directly on a boundary of some finite element (on element side, face, ...) |
| oofem::BranchFunction | Class representing Branch EnrichmentFunction |
| oofem::Brick1_hmt | Class for heat and mass transfer |
| oofem::Brick1_ht | Brick (3d) elements with linear approximation for heat and mass transfer |
| oofem::Brick1_mt | Class for mass transfer |
| oofem::BSplineInterpolation | Interpolation for B-splines |
| oofem::BsplinePlaneStressElement | |
| oofem::BufferedDataReader | Class representing the implementation of plain text data reader |
| oofem::c_fun | |
| oofem::CBS | This class represents CBS algorithm for solving incompressible Navier-Stokes equations |
| oofem::CBSElement | This abstract class represent a general base element class for fluid dynamic problems solved using CBS algorithm |
| oofem::CCTPlate | This class implements an triangular three-node plate CCT finite element |
| oofem::CCTPlate3d | This class represent CCT plate element that can be arbitrary oriented in space, in contrast to base CCT element that is defined in xy plane |
| oofem::CebFip78Material | This class implements a CEB-FIP 78 rheologic Maxwell chain model in a finite element problem |
| oofem::CebFipSlip90Material | Base class representing general isotropic damage model |
| oofem::CebFipSlip90MaterialStatus | This class implements associated Material Status to IsoInterfaceDamageMaterial |
| oofem::CemhydMat | |
| oofem::CemhydMatStatus | |
| oofem::Circle | |
| oofem::CemhydMatStatus::cluster | |
| oofem::CohesiveInterfaceMaterial | Class representing cohesive interface material model |
| oofem::CohesiveInterfaceMaterialStatus | This class implements associated Material Status to CohesiveInterfaceMaterial |
| oofem::CohesiveSurface3d | This class implements a cohesive surface element used by the cohesive particle model |
| oofem::CombinedZZSIErrorEstimator | The implementation of combined criteria: Zienkiewicz Zhu Error Estimator for elastic regime and scalar error indicator in non-linear regime |
| oofem::CombinedZZSIRemeshingCriteria | The class represent the corresponding remeshing criteria to CombinedZZSIErrorEstimator |
| oofem::ComBuffDataStream | Implementation of ComBuffDataStream representing DataStream interface to (MPI) communication buffer i/o |
| oofem::CommunicationBuffer | Class CommunicationBuffer provides abstraction for communication buffer |
| oofem::CommunicationPacket | Class CommunicationPacket represent a data-packet, that is used to implement dynamic communicator |
| oofem::CommunicationPacketPool | |
| oofem::Communicator | Class representing communicator |
| oofem::CommunicatorBuff | The Communicator and corresponding buffers (represented by this class) are separated in order to allow share the same buffer by several communicators |
| oofem::CompCol | Implementation of sparse matrix stored in compressed column storage |
| oofem::CompCol_ICPreconditioner | Incomplete Cholesky IC(0) (no fill - up) preconditioner for symmetric, positive definite matrices |
| oofem::CompCol_ILUPreconditioner | Implemantation of ILU (Incomplete LU) Preconditioner |
| oofem::CompoDamageMat | Material damage model for transversely orthotropic material |
| oofem::CompoDamageMatStatus | Class for maintaining Gauss point values for CompoDamageMat model |
| oofem::CompRow_ILUPreconditioner | Implemantation of ILU (Incomplete LU) Preconditioner for compressed row sparse matrices |
| oofem::LEPlic::computeLEPLICVolumeFractionWrapper | |
| oofem::Concrete2 | NonLinear elasto-plastic material model with hardening |
| oofem::Concrete2MaterialStatus | This class implements associated Material Status to Concrete2Material |
| oofem::Concrete3 | This class implements a Concrete3 material in a finite element problem |
| oofem::ConcreteDPM | This class contains the combination of a local plasticity model for concrete with a local isotropic damage model |
| oofem::ConcreteDPM2 | This class contains the combination of a local plasticity model for concrete with a local isotropic damage model |
| oofem::ConcreteDPM2Status | This class implements the material status associated to ConcreteDPM2 |
| oofem::ConcreteDPMStatus | |
| oofem::ConnectivityTable | Class representing connectivity table |
| oofem::ConstantEdgeLoad | This class implements a boundary load (force, moment,...) that acts directly on a boundary of some finite element (on side, face, ..) |
| oofem::ConstantFunction | Class implementing time function that is constant in time; |
| oofem::ConstantPressureLoad | This class implements a boundary load (force, moment,...) that acts directly on a boundary of some finite element (on side, face, ..) |
| oofem::ConstantSurfaceLoad | This class implements a boundary load (force, moment,...) that acts directly on a boundary of some finite element (on side, face, ..) |
| oofem::ContextIOERR | Context IO exception class |
| oofem::CrackInterior | Concrete representation of EnrichmentItem |
| oofem::CrackTip | Concrete representation of EnrichmentItem |
| oofem::CreepData | Class for storing creep status data |
| oofem::CrossSection | Base abstract class representing cross section in finite element mesh |
| oofem::CylindricalALM | Implementation of sparse nonlinear solver with indirect control |
| oofem::DarcyFlow | Class describing an extended Darcy flow |
| oofem::DataReader | Class representing the abstraction for input data source |
| oofem::DataStream | The purpose of DataStream abstract class is to allow to store/restore context to different streams, including file, communication buffers, etc., using the same routine |
| oofem::DeadWeight | This class implements a gravity-like load, or internal source (heat etc.) for transport problems |
| oofem::DeformationTheoryMaterial | This class implements an abstract base material, which behaves according to deformation theory |
| oofem::DEIDynamic | This class implements Linear (- may be changed) solution of dynamic problems using Direct Explicit Integration scheme - Central Difference Method |
| oofem::Delaunay | O(n4) algorithm, only for testing purposes |
| oofem::DiagPreconditioner | Implementation of diagonal preconditioner |
| oofem::Dictionary | This class implements a linked list whose entries are Pairs (see below) |
| oofem::DIIDynamic | This class implements Direct Implicit Integration of Dynamic problem |
| oofem::DirectErrorIndicatorRC | The class is an implementation of "direct" remeshing criteria, which maps the error indication, which is usually the value of observed internal variable to the corresponding required element size |
| oofem::DirectErrorIndicatorRCInterface | The corresponding element interface to DirectErrorIndicatorRC class |
| oofem::DiscontinuousFunction | Class representing Heaviside EnrichmentFunction |
| oofem::Dof | Abstract class Dof represents Degree Of Freedom in finite element mesh |
| oofem::DofDistributedPrimaryField | Class representing field of primary variables, which are typically allocated on nodes |
| oofem::DofManager | Base class for dof managers |
| oofem::DofManExportModule | Represents DofManager export module |
| oofem::DofManValueField | Class representing field defined by nodal values associated to given domain |
| oofem::Domain | Class and object Domain |
| oofem::DomainTransactionManager | Class representing domain transaction manager |
| oofem::DoublePowerLawMaterial | This class implements a rheologic double power law material model |
| oofem::DruckerPragerCutMat | This class implements an isotropic elasto-plasto-damage material with Drucker-Prager yield condition, tension cut-off, non-associated flow rule, linear isotropic hardening and isotropic damage |
| oofem::DruckerPragerPlasticitySM | This class implements a (local) nonassociated plasticity model based on the Drucker-Prager yield criterion with hardening and softening |
| oofem::DruckerPragerPlasticitySMStatus | This class implements the material status associated to DruckerPragerPlasticitySM |
| oofem::DSSMatrix | Interface to Direct Sparse Solver written by R.Vonracek |
| oofem::DSSSolver | Implements the solution of linear system of equation in the form Ax=b using direct factorization method |
| oofem::DummyMaterial | Dummy material model, no functionality |
| oofem::DummySpatialLocalizer | The dummy implementation of spatial localizer based on traversing the whole domain |
| oofem::DustMaterial | This class implements nonassociated multisurface plasticity model |
| oofem::DustMaterialStatus | This class implements material status for dust material model |
| oofem::dynaList< T > | Container managing its elements as a doubly linked list |
| oofem::dynaListIterator< T > | Bidirectional iterator for dynaList |
| oofem::DynamicCommunicationBuffer | |
| oofem::DynamicDataReader | Class representing the implementation of a dynamic data reader for in-code use |
| oofem::DynamicInputRecord | Class representing the a dynamic Input Record |
| oofem::DynCompCol | Implementation of sparse matrix stored in compressed column storage |
| oofem::DynCompRow | Implementation of sparse matrix stored in compressed column storage |
| oofem::EigenValueDynamic | This class implements way for examining eigenvalues and eigenvectors in dynamic problems |
| oofem::EIPrimaryFieldInterface | Element interface class |
| oofem::EIPrimaryUnknownMapper | The class implementing the primary unknown mapper using element interpolation functions |
| oofem::EIPrimaryUnknownMapperInterface | The element interface class related to Element Interpolation Mappers |
| oofem::Element | Abstract base class for all finite elements |
| oofem::ElementDofManager | Class implementing internal element dof manager having some DOFs |
| oofem::ElementSide | Class implementing element side having some DOFs in finite element mesh |
| oofem::EModelDefaultEquationNumbering | The representation of EngngModel default unknown numbering |
| oofem::EModelDefaultPrescribedEquationNumbering | The representation of EngngModel default prescribed unknown numbering |
| oofem::EmptyCS | Empty cross section model, passes all requests to material driver |
| oofem::EngngModel | Abstract base class representing the "problem" under consideration |
| oofem::EngngModelContext | Class EngngModelContext represents a context, which is shared by all problem engng sub-models |
| oofem::EngngModelTimer | Timer class, assumed to be an attribute of engineering model, serving stop-watch facility for engineering model |
| oofem::EnrichmentFunction | Abstract class representing global shape function Base class declares abstract interface common to all enrichment functions |
| oofem::EnrichmentItem | Abstract class representing entity, which is included in the FE model using one (or more) global functions |
| oofem::EntityRenumberingFunctor | |
| oofem::ErrorEstimator | The base class for all error estimation or error indicator algorithms |
| oofem::ExportModule | Represents export output module - a base class for all output modules |
| oofem::ExportModuleManager | Class representing and implementing ExportModuleManager |
| oofem::ExternalFieldGenerator | This class implements a randomfieldgenerator which reads an externally generated field interpolates to determine at Gausspoints |
| oofem::FastMarchingMethod | Fast Marching Method for unstructured grids |
| oofem::FCOMPLEX | |
| oofem::FE2FluidMaterial | Multiscale constitutive model for subscale flow problems, typically sintering |
| oofem::FE2FluidMaterialStatus | Class representing material status for the subscale fluid, i.e an Representative Volume Element (RVE) |
| oofem::RefinedMesh::fe_edge_rec | |
| oofem::RefinedMesh::fe_face_rec | |
| oofem::RefinedMesh::fe_hexa_rec | |
| oofem::RefinedMesh::fe_node_rec | |
| oofem::RefinedMesh::fe_quad_rec | |
| oofem::RefinedMesh::fe_tetra_rec | |
| oofem::FEI1dHermite | Class representing a 1d Hermitian cubic isoparametric interpolation |
| oofem::FEI1dLin | Class representing a 1d linear isoparametric interpolation |
| oofem::FEI1dQuad | Class representing a 1d linear isoparametric interpolation |
| oofem::FEI2dLineHermite | Class representing a 2d line with Hermitian interpolation |
| oofem::FEI2dLineLin | Class representing a 2d line with linear interpolation |
| oofem::FEI2dLineQuad | Class representing a 2d line quadratic interpolation |
| oofem::FEI2dQuadBiQuad | Class representing a 2d quadrilateral with bi-quadratic interpolation based on isoparametric coordinates |
| oofem::FEI2dQuadConst | Class representing a 2d quadrilateral with constant interpolation |
| oofem::FEI2dQuadLin | Class representing a 2d isoparametric linear interpolation based on natural coordinates for quadrilateral elements |
| oofem::FEI2dQuadQuad | Class representing a 2d quadrilateral with quadratic interpolation based on isoparametric coordinates |
| oofem::FEI2dTrConst | Class representing a 2d triangular linear interpolation based on area coordinates |
| oofem::FEI2dTrLin | Class representing a 2d triangular linear interpolation based on area coordinates |
| oofem::FEI2dTrQuad | Second order triangular interpolation in 2D (6 nodes) |
| oofem::FEI3dHexaLin | Class representing implementation of linear hexahedra interpolation class |
| oofem::FEI3dHexaQuad | Class representing implementation of quadratic hexahedra interpolation class |
| oofem::FEI3dLineLin | Class representing a linear line interpolation in 3D |
| oofem::FEI3dTetLin | Class representing implementation of linear tetrahedra interpolation class |
| oofem::FEI3dTetQuad | Class representing implementation of quadratic tetrahedra interpolation class |
| oofem::FEI3dTrQuad | Second order triangular interpolation in 3D space (6 nodes) |
| oofem::FEI3dWedgeLin | Class representing implementation of linear wedge interpolation class |
| oofem::FEI3dWedgeQuad | Class representing implementation of quadratic wedge interpolation class |
| oofem::FEICellGeometry | Class representing a general abstraction for cell geometry |
| oofem::FEIElementGeometryWrapper | Wrapper around element definition to provide FEICellGeometry interface |
| oofem::FEIIGAElementGeometryWrapper | Geometry wrapper for IGA elements |
| oofem::FEInterpolation | Class representing a general abstraction for finite element interpolation class |
| oofem::FEInterpolation1d | Class representing a general abstraction for finite element interpolation class |
| oofem::FEInterpolation2d | Class representing a general abstraction for surface finite element interpolation class |
| oofem::FEInterpolation3d | Class representing a general abstraction for surface finite element interpolation class |
| oofem::FEIVertexListGeometryWrapper | Wrapper around cell with vertex coordinates stored in FloatArray** |
| oofem::FEIVoidCellGeometry | Void cell geometry wrapper |
| oofem::FEMComponent | The top abstract class of all classes constituting the finite element mesh |
| oofem::FETIBoundaryDofManager | Represent the abstraction for DOF manager |
| oofem::FETICommunicator | Class representing communicator for FETI solver |
| oofem::FETISolver | This class implements the class NumericalMethod instance FETI linear algebraic equation parallel solver |
| oofem::FiberedCrossSection | This class implements a fibered cross section in a finite element problem |
| oofem::FiberedCrossSectionInterface | The element interface required by FiberedCrossSection |
| oofem::Field | Abstract class representing field |
| oofem::FieldManager | |
| oofem::FieldManager::fieldRecord | Internal datastructure to keep reference (pointer) to registered field and flag, indicating, whether the field pointer is managed by field manager or not |
| oofem::FileDataStream | Implementation of FileDataStream representing DataStream interface to file i/o |
| oofem::RefinedMesh::fine_edge_rec | |
| oofem::RefinedMesh::fine_hexa_rec | |
| oofem::RefinedMesh::fine_quad_rec | |
| oofem::FloatArray | Class representing vector of real numbers |
| oofem::FloatMatrix | Implementation of matrix containing floating point numbers |
| oofem::FluidDynamicMaterial | Abstract base class for all constitutive models for transport problems |
| oofem::FluidDynamicMaterialStatus | This class implements a transport material status information |
| oofem::FMElement | This abstract class represent a general base element class for fluid dynamic problems |
| oofem::FastMarchingMethod::FMM_DofmanRecord | DofManager Fast Marching data record |
| oofem::FastMarchingMethod::FMM_DofmanRecordDelegate_greater | |
| oofem::FreemInterface | This class represents the interface to freem mesh generation package |
| oofem::GaussIntegrationRule | Class representing Gaussian-quadrature integration rule |
| oofem::GaussPoint | Class representing integration point in finite element program |
| oofem::GeneralBoundaryCondition | Abstract base class for all boundary conditions of problem |
| oofem::GJacobi | This class implements the Generalized Jacobi Eigenvalue Problem Solver |
| oofem::GPExportModule | Represents GP (Gauss point) export module |
| oofem::GPInitModule | Represents GP (Gauss point) initialization module |
| oofem::GradDpElement | Abstract class for gradient formulation of coupled damage-plasticity model(GradDp) |
| oofem::Graph | Class representing the special graph constructed from two polygons that is used to perform boolean operation on polygons (polygon clipping in current implementation) |
| oofem::GT_Exception | |
| oofem::HangingNode | Class implementing hanging node connected to other nodes (masters) using interpolation |
| oofem::HeavisideLTF | This class implements a Heaviside step load time function |
| oofem::HellmichMaterial | |
| oofem::HellmichMaterialStatus | |
| oofem::HeMoTKMaterial | This class implements a coupled heat and mass transfer material model |
| oofem::HOMExportModule | Represents HOM (Homogenization) export module |
| oofem::Homogenize | Class for elastic homogenization |
| oofem::HTSelement | |
| oofem::HuertaErrorEstimator | The implementation of Zienkiewicz Zhu Error Estimator |
| oofem::HuertaErrorEstimatorInterface | The element interface corresponding to HuertaErrorEstimator |
| oofem::HuertaRemeshingCriteria | The class representing Huerta remeshing criteria |
| oofem::HuertaRemeshingCriteriaInterface | The corresponding element interface to HuertaRemeshingCriteria class |
| oofem::HydratingConcreteMat | This class implements various phenomenological and affinity hydration models |
| oofem::HydratingConcreteMatStatus | HydratingConcreteMatStatus stores degree of hydration in each integration point |
| oofem::HydratingHeMoMaterial | Heat and moisture transport material with hydration |
| oofem::HydratingIsoHeatMaterial | This class implements a isotropic linear heat material in a finite element problem |
| oofem::HydratingTransportMaterialStatus | Isotropic material for heat with hydration |
| oofem::HydrationModel | |
| oofem::HydrationModelInterface | |
| oofem::HydrationModelStatus | This class implements associated Status to HydrationModel |
| oofem::HydrationModelStatusInterface | |
| oofem::HyperElasticMaterial | |
| oofem::HyperElasticMaterialStatus | This class implements associated MaterialStatus for HyperElasticMaterial |
| oofem::IDGMaterial | Gradient-enhancedl Isotropic Damage model for concrete in tension, |
| oofem::IDGMaterialStatus | Material status for gradient-enhanced isotropic damage model for concrete in tension |
| oofem::IDNLMaterial | This class implements a Nonlocal Isotropic Damage Model for Concrete in Tension Model based on nonlocal averaging of equivalent strain |
| oofem::IDNLMaterialStatus | This class implements associated Material Status to IDNLMaterial (Nonlocal isotropic damage) |
| oofem::IGAElement | Implements base IGAElement, supposed to be a parent class of all elements with B-spline or NURBS based interpolation |
| oofem::IGAIntegrationElement | IntegrationElement represent nonzero knot span, derived from Integration Rule |
| oofem::IGATSplineElement | IGATSplineElement setups integration rules differently from IGAElement |
| oofem::IMLSolver | Implements the solution of linear system of equation in the form using iterative solvers from IML++ library |
| oofem::Inclusion | Concrete representation of EnrichmentItem |
| oofem::IncrementalLinearStatic | This class implements Incremental LinearStatic Engineering problem |
| oofem::InitialCondition | Class implementing general initial condition |
| oofem::InitModule | Represents init module - a base class for all init modules |
| oofem::InitModuleManager | Class representing and implementing InitModuleManager |
| oofem::InputRecord | Class representing the general Input Record |
| oofem::IntArray | Class implementing an array of integers |
| oofem::IntegrationPointStatus | Abstract base class representing a integration status |
| oofem::IntegrationRule | Abstract base class representing integration rule |
| oofem::Interface | Class Interface |
| oofem::InterfaceElem1d | This class implements a one-dimensional interface element connecting two nodes (with the same position) In order to compute normal and tangential direction of the slip plane, a reference node or specific direction is needed |
| oofem::InterfaceElem2dQuad | This class implements a two dimensional interface element |
| oofem::InterfaceElement3dTrLin | This class implements 3d triangular surface interface element with linear interpolation |
| oofem::InternalVariableField | Abstract class representing a field of an internal variable |
| oofem::InverseIteration | This class implements the class NumericalMethod instance Generalized Jacobi Eigen Value Problem Solver |
| oofem::IsoInterfaceDamageMaterial | Simple isotropic damage based model for 2d interface elements |
| oofem::IsoInterfaceDamageMaterialStatus | This class implements associated Material Status to IsoInterfaceDamageMaterial |
| oofem::IsotropicDamageMaterial | Base class representing general isotropic damage model |
| oofem::IsotropicDamageMaterial1 | This class implements a simple local isotropic damage model for concrete in tension |
| oofem::IsotropicDamageMaterial1Status | This class implements associated Material Status to IsotropicDamageMaterial1 |
| oofem::IsotropicDamageMaterialStatus | This class implements associated Material Status to IsotropicDamageMaterial |
| oofem::IsotropicHeatTransferMaterial | This class implements a isotropic linear heat material |
| oofem::IsotropicLinearElasticMaterial | Class implementing isotropic linear elastic material |
| oofem::IsotropicLinMoistureTransferMaterial | This class implements a isotropic moisture tranport material |
| oofem::IsotropicMoistureTransferMaterial | This class implements a isotropic moisture transport material |
| oofem::J2Mat | This class implements a isotropic plastic linear material (J2 plasticity condition is used) |
| oofem::J2MPlasticMaterial | This class implements a isotropic plastic linear material (J2 plasticity condition is used) in a finite element problem |
| oofem::J2plasticMaterial | This class implements a isotropic plastic linear material (J2 plasticity condition is used) in a finite element problem |
| oofem::KelvinChainMaterial | This class implements a solidifying Kelvin chain model describing a viscoelastic material |
| oofem::KelvinChainMaterialStatus | This class implements associated Material Status to KelvinChainMaterial |
| oofem::KelvinChainSolidMaterial | This class implements a solidifying Kelvin chain model describing a viscoelastic material |
| oofem::KelvinChainSolidMaterialStatus | This class implements associated Material Status to KelvinChainSolidMaterial, which corresponds to a solidifying Kelvin chain model (framework for creep with aging) |
| oofem::L4Axisymm | This class implements an isoparametric four-node quadrilateral axisymmetric finite element |
| oofem::Lattice2d | This class implements a 2-dimensional lattice element |
| oofem::LatticeMaterialStatus | This class implements a base lattice material status |
| oofem::LatticeStructuralElement | This class implements the base of a special lattice element following the concepts orginally developed by John Bolander |
| oofem::LayeredCrossSection | This class implements a layered cross section in a finite element problem |
| oofem::LayeredCrossSectionInterface | The element interface required by LayeredCrossSection |
| oofem::LDLTFactorization | Implements the solution of linear system of equation in the form Ax=b using direct factorization method |
| oofem::LEPlic | Abstract base class representing Lagrangian-Eulerian (moving) material interfaces |
| oofem::LEPlicElementInterface | Element interface for LEPlic class representing Lagrangian-Eulerian (moving) material interface |
| oofem::LevelSetPCS | Abstract base class representing Level Set representation of material interfaces |
| oofem::LevelSetPCSElementInterface | Element interface for LevelSetPCS class representing level-set like material interface |
| oofem::LIBeam2d | A 2-dimensional Linear Isoparametric Mindlin theory beam element, with reduced integration |
| oofem::LIBeam2dNL | This class implements a 2-dimensional Linear Isoparametric Mindlin theory beam element, with reduced integration |
| oofem::LIBeam3d | This class implements a 3-dimensional mindlin theory Linear Isoparametric beam element, with reduced integration |
| oofem::LIBeam3d2 | This class implements a 3-dimensional Linear Isoparametric Mindlin theory beam element, with reduced integration |
| oofem::LIBeam3dNL | This class implements a 3-dimensional Linear Isoparametric Mindlin theory beam element, with reduced integration |
| oofem::LIBeam3dNL2 | This class implements a 3-dimensional Linear Isoparametric Mindlin theory beam element, with reduced integration |
| oofem::Line | |
| oofem::Line2BoundaryElement | Boundary element used for tracking solutions on arbitrary sections |
| oofem::Line2SurfaceTension | 3 node line elements for surface tension |
| oofem::LinearEdgeLoad | This class implements a linear boundary load (force, moment,...) that acts on straight segment |
| oofem::LinearElasticMaterial | This class is a abstract base class for all linear elastic material models in a finite element problem |
| oofem::LinearStability | This class implements way for examining critical load of structure |
| oofem::LinearStatic | This class implements linear static engineering problem |
| oofem::LineSearchNM | This base class is an abstraction/implementation for numerical method solving line search optimization problem |
| oofem::LineSurfaceTension | Implements the load and tangent for surface tension boundary potential |
| oofem::listItem< T > | |
| oofem::Load | Load is base abstract class for all loads |
| oofem::LoadBalancer | Abstract base class representing general load balancer |
| oofem::LoadBalancerElementInterface | |
| oofem::LoadBalancerMonitor | Abstract base class representing general load balancer monitor |
| oofem::LoadTimeFunction | Abstract base class representing load time function |
| oofem::LobattoIntegrationRule | Class representing Lobatto-quadrature integration rule |
| oofem::LocalGaussianRandomGenerator | This class implements a local (no spatial correlation) random generator using Gaussian distribution |
| oofem::localIntegrationRecord | Structure containing reference to integration point and its corresponding nonlocal integration weight |
| oofem::Logger | |
| oofem::LsMasterMat | Large strain master material |
| oofem::LsMasterMatGrad | This class implements an isotropic elastoplastic material with Mises yield condition, associated flow rule and linear isotropic hardening |
| oofem::LsMasterMatGradStatus | |
| oofem::LsMasterMatStatus | |
| oofem::LSpace | This class implements a Linear 3d 8-node finite element for stress analysis |
| oofem::LSpaceBB | Three dimensional brick with linear approximation, suitable for incompressible settings This is achieved by selective integration of deviatoric (full integration) and volumetric (one point) strain contributions |
| oofem::LTRSpace | This class implements a linear tetrahedral four-node finite element for stress analysis |
| oofem::LumpedMassElement | This class implements a simple lumped mass element |
| oofem::LWedge | This class implements a Linear 3d 6 - node elasticity finite element |
| oofem::M4Material | Implementation of microplane material model according to Bazant's boundary curve approach |
| oofem::M4MaterialStatus | Related material model status to BazantMBCMaterial class for storing history variables in particular integration point (microplane) |
| oofem::MacroLSpace | This class implements a macroelement |
| oofem::MapBasedEntityRenumberingFunctor | Renumbering functor based on provided maps |
| oofem::MaskedPrimaryField | Abstract class representing subset of DOFs (identified by DofId mask) of primary field |
| oofem::Masonry02 | This class implements an interface masonry model based on non associated multisurface plasticity |
| oofem::MasterDof | Class representing "master" degree of freedom |
| oofem::Material | Abstract base class for all material models |
| oofem::MaterialInterface | Abstract base class representing (moving) material interfaces |
| oofem::MaterialMappingAlgorithm | The class representing the general material model mapping algorithm |
| oofem::MaterialModelMapperInterface | The class representing the general material model adaptive mapping interface |
| oofem::MaterialStatus | Abstract base class representing a material status information |
| oofem::MatlabExportModule | (Under development) The Matlab export module enables oofem to export the results to a textfile containing the description of the mesh used along with the pertinent results |
| oofem::Matrix | Abstract root class for matrices |
| oofem::MaxwellChainMaterial | This class implements an aging Maxwell chain model describing a viscoelastic material |
| oofem::MaxwellChainMaterialStatus | This class implements associated Material Status to MaxwellChainMaterial |
| oofem::MazarsMaterial | This class implements a Mazars damage model form concrete |
| oofem::MazarsMaterialStatus | This class implements associated Material Status to MazarsMaterial |
| oofem::MazarsNLMaterial | This class implements a Nonlocal Mazars Damage Model for Concrete Model based on nonlocal averaging of equivalent strain |
| oofem::MazarsNLMaterialStatus | This class implements associated Material Status to MazarsNLModel |
| oofem::MDM | Implementation of microplane damage material (According to M.Jirasek) |
| oofem::MDMStatus | Material status class MDMStatus associated to MDM matarial |
| oofem::mem_fun< T > | |
| oofem::RefinedMesh::mesh_edge_rec | |
| oofem::RefinedMesh::mesh_face_rec | |
| oofem::RefinedMesh::mesh_quad_rec | |
| oofem::MesherInterface | The base class representing the interface to mesh generation package |
| oofem::MeshQualityErrorEstimator | This error estimator measures the quality of the elements |
| oofem::MetaStep | Class representing meta step |
| oofem::MicroMaterial | This class is a base class for microproblem |
| oofem::MicroMaterialStatus | |
| oofem::Microplane | Class representing microplane integration point in finite element program |
| oofem::MicroplaneMaterial | Abstract base class for all microplane models |
| oofem::MicroplaneMaterial_Bazant | Abstract base class for all microplane models according to Bazant's approach |
| oofem::MisesMat | This class implements an isotropic elastoplastic material with Mises yield condition, associated flow rule and linear isotropic hardening |
| oofem::MisesMatStatus | |
| oofem::MixedGradientPressureBC | General class for boundary condition that prolongates macroscopic fields to incompressible flow |
| oofem::MixedGradientPressureDirichlet | Prescribes where is unknown, loaded by a pressure |
| oofem::MixedGradientPressureNeumann | Applies a mean deviatoric shear rate and pressure (Neumann boundary condition) |
| oofem::MMAClosestIPTransfer | The class implements the closest integration point transfer of state variables |
| oofem::MMAContainingElementProjection | The class implements the transfer of internal variables based on containing element The element containing the receiving Gauss point is localized and its closest Gauss point is used as a source Gauss point that determines the values of receiver |
| oofem::MMALeastSquareProjection | Defines, whether only the necessary number of closest points will be used to fit a polynomial |
| oofem::MMAShapeFunctProjection | The class implements the transfer of state variables based on projection using shape functions |
| oofem::MMAShapeFunctProjectionInterface | Element interface related to the MMAShapeFunctProjection |
| oofem::ModuleManager< M > | Class representing and implementing ModuleManager |
| oofem::MPIBuffer | |
| oofem::MPlasticMaterial | This class implements a general plastic material |
| oofem::MPlasticMaterial2 | This class represents a base class for non-associated multisurface plasticity |
| oofem::MPlasticMaterial2Status | This class implements associated Material Status to MPlasticMaterial |
| oofem::MPlasticMaterialStatus | This class implements associated Material Status to MPlasticMaterial |
| oofem::MPSMaterial | This class implements the extended B3 model for concrete creep and shrinkage based on the microprestress-solidification theory |
| oofem::MPSMaterialStatus | This class implements associated Material Status to MPSMaterial, which corresponds to a model for humidity- and temperature-dependent creep of concrete according to the microprestress-solidification theory |
| oofem::Parser::name | |
| oofem::NewtonianFluidMaterial | Constitutive model of Newtonian fluid |
| oofem::NlDEIDynamic | This class implements NonLinear (- may be changed) solution of dynamic problems using Direct Explicit Integration scheme - Central Difference Method |
| oofem::NlIsoMoistureMaterial | This class implements various functions for concrete moisture permeability and moisture capacity |
| oofem::NLStructuralElement | Abstract base class for "structural" finite elements with geometrical nonlinearities |
| oofem::NLTransientTransportProblem | This class represents nonlinear transient transport problem |
| oofem::NodalAveragingRecoveryModel | The nodal recovery model based on nodal averaging |
| oofem::NodalAveragingRecoveryModelInterface | The element interface required by NodalAvergagingRecoveryModel |
| oofem::NodalLoad | Class implementing a concentrated load (force, moment,...) that acts directly on a dof manager (node or element side, if it has associated DOFs) |
| oofem::NodalRecoveryModel | The base class for all recovery models, which perform nodal averaging or projection processes for internal variables typically stored in integration points |
| oofem::Node | Class implementing node in finite element mesh |
| oofem::Graph::node | |
| oofem::NonisoData | Class for storing non-isothermal or material-level status data |
| oofem::NonLinearDynamic | This class implements nonlinear dynamic engineering problem |
| oofem::NonlinearFluidMaterial | Constitutive model of a nonlinear fluid material where the deviatoric stress is defined as
where |
| oofem::NonlinearFluidMaterialStatus | Material status class for NonlinearFluidMaterial |
| oofem::NonlinearMassTransferMaterial | Class for a nonlinear fictitious transport material |
| oofem::NonLinearStatic | This class implements nonlinear static engineering problem |
| oofem::NonlocalBarrier | Abstract base class for all nonlocal barriers |
| oofem::NonlocalMaterialExtensionInterface | Abstract base class for all nonlocal materials |
| oofem::NonlocalMaterialStatusExtensionInterface | Abstract base class for all nonlocal constitutive model statuses |
| oofem::NonlocalMaterialStiffnessInterface | Class Nonlocal Material Stiffness Interface |
| oofem::NonlocalMaterialWTP | Class implements Work Transfer Plugin that introduces extension to efficiently handle nonlocal dependency of nonlocal materials via remote elements |
| oofem::NonStationaryTransportProblem | This class represents linear nonstationary transport problem |
| oofem::NRSolver | This class implements Newton-Raphson Method, derived from abstract NumericalMethod class for solving non-linear problems |
| oofem::NRSolver2 | This class implements the class NumericalMethod instance Newton-Raphson Method for solving non-linear problems |
| oofem::NumericalMethod | This base class is an abstraction for numerical algorithm |
| oofem::NURBSInterpolation | Interpolation class for NURBS |
| oofem::NURBSPlaneStressElement | |
| oofem::NURBSSpace3dElement | |
| oofem::OctantRec | Class representing the octant of octree |
| oofem::OctreeSpatialLocalizer | The implementation of spatial localizer based on octree technique |
| oofem::oofegGraphicContext | |
| oofem::OOFEM_Terminate | OOFEM terminate exception class |
| oofem::OOFEMTXTDataReader | Class representing the implementation of plain text date reader |
| oofem::OOFEMTXTInputRecord | Class representing the Input Record for OOFEM txt input file format |
| oofem::OrthotropicLinearElasticMaterial | This class implements a orthotropic linear elastic material in a finite element problem |
| oofem::OutputManager | Represents output manager |
| oofem::Pair | This class implements key/value associations - the key and its associated value |
| oofem::ZZNodalRecoveryModel::parallelStruct | Helper structure to pass required arguments to packing/unpacking functions needed in parallel mode |
| oofem::NodalAveragingRecoveryModel::parallelStruct | Helper structure to pass required arguments to packing/unpacking functions needed in parallel mode |
| oofem::SPRNodalRecoveryModel::parallelStruct | Helper structure to pass required arguments to packing/unpacking functions needed in parallel mode |
| oofem::ParmetisLoadBalancer | ParMetis load balancer |
| oofem::Parser | Class for evaluating mathematical expressions in strings |
| oofem::Particle | Class implementing spherical particles as special nodes having a certain radius |
| oofem::Patch | Abstract representation of a part of element after subdivision |
| oofem::PatchIntegrationRule | Represents an IntegrationRule for an interacted element the standard integration is replaced by an integration over a patchset |
| oofem::PeakFunction | This class implements a function that is 0 everywhere, except in a single point |
| oofem::CemhydMatStatus::percolatedpath | |
| oofem::PerfectlyPlasticMaterial | This class implements a perfectly plastic material in a finite element problem |
| oofem::PerfectlyPlasticMaterialStatus | This class implements associated Material Status to PerfectlyPlasticMaterial |
| oofem::PeriodicPiecewiseLinFunction | This class implements an enhanced piecewise linear function with periodicity |
| oofem::PetscContext | This class provides an communication context to PETSc library |
| oofem::PetscNatural2GlobalOrdering | Ordering from oofem natural ordering (includes all local and shared eqs) to global ordering |
| oofem::PetscNatural2LocalOrdering | Ordering from oofem natural ordering (includes all local and shared eqs) to local ordering, where only locally maintained eqs are considered |
| oofem::PetscOrdering_Base | |
| oofem::PetscSolver | Implements the solution of linear system of equation in the form using solvers from PETSc library |
| oofem::PetscSparseMtrx | This class provides an sparse matrix interface to PETSc Matrices |
| oofem::PiecewiseLinFunction | This class implements a piecewise linear function |
| oofem::PlaneStress2d | This class implements an isoparametric four-node quadrilateral plane- stress elasticity finite element |
| oofem::PlaneStress2dXfem | Temporary class for testing in the usual case instead of PlaneStress2dXfem there will be the standard PlaneStress2d |
| oofem::PlaneStressStructuralElementEvaluator | General purpose Plane stress structural element evaluator |
| oofem::PlastData | Class for saving plasticity status data |
| oofem::PlasticMaterial | This class implements a general plastic material |
| oofem::PlasticMaterialStatus | This class implements associated Material Status to PlasticMaterial |
| oofem::POIExportModule::POI_dataType | POIs data structure |
| oofem::POIExportModule | Represents POI (Point Of Interest) export module |
| oofem::PointLoad | Abstract base class representing a point load (force, momentum, ...) that acts directly on or inside of some finite element |
| oofem::Polygon | Class representing 2D polygon |
| oofem::Polygon::PolygonEdgeIterator | |
| oofem::Polygon::PolygonVertexIterator | |
| oofem::PolylineNonlocalBarrier | Implementation of polyline nonlocal barrier |
| oofem::Preconditioner | Abstract class for IML++ compatible preconditioner |
| oofem::PrescribedGradient | Prescribes or where are primary unknowns for the subscale |
| oofem::PrimaryField | Abstract class representing field of primary variables (those, which are unknown and are typically associated to nodes) |
| oofem::PrimaryUnknownMapper | The base class for all primary unknowns mappers |
| oofem::ProblemCommunicator | Class representing communicator for engng model |
| oofem::ProcessCommDataStream | Implementation of ComBuffDataStream representing DataStream interface to (MPI) process communicator |
| oofem::ProcessCommunicator | Class representing process communicator for engineering model |
| oofem::ProcessCommunicatorBuff | The ProcessCommunicator and corresponding buffers (represented by this class) are separated in order to allow share the same buffer by several communicators |
| oofem::Q4Axisymm | This class implements an Quadratic isoparametric eight-node quadrilateral - elasticity finite element for axisymmetric 3d continuum |
| oofem::QBrick1_hmt | |
| oofem::QBrick1_ht | Brick (3d) elements with quadratic approximation for heat and mass transfer |
| oofem::QPlaneStrain | This class implements an Quadratic isoparametric eight-node quadrilateral plane- stress elasticity finite element |
| oofem::QPlaneStrainGrad | |
| oofem::QPlaneStress2d | This class implements an Quadratic isoparametric eight-node quadrilateral plane- stress elasticity finite element |
| oofem::QPlaneStressGrad | |
| oofem::QSpace | This class implements an Quadratic 3d 20 - node element |
| oofem::QSpaceGrad | Quadratic 3d 20 - node element with quadratic approximation of displacements and linear approximation of gradient |
| oofem::QTrPlaneStrain | This class implements an triangular three-node plane- stress elasticity finite element |
| oofem::QTrPlaneStrainGrad | |
| oofem::QTrPlaneStress2d | This class implements a quadratic triangular 6-node plane- stress elasticity finite element |
| oofem::QTrPlaneStressGrad | |
| oofem::QTRSpace | This class implements an Quadratic 3d 10 - node elasticity finite element |
| oofem::QTRSpaceGrad | Quadratic 3D element |
| oofem::QTruss1d | This class implements a three-node truss bar element for one-dimensional analysis |
| oofem::QTruss1dGrad | This class implements a three-node gradient truss bar element for one-dimensional analysis |
| oofem::Quad10_2D_SUPG | Class representing 2d quadrilateral element with linear velocity and constant pressure approximations for solving incompressible fluid problems with SUPG solver |
| oofem::Quad1_hmt | Class for heat and mass transfer |
| oofem::Quad1_ht | Quadratic (2d) element with linear approximation for heat transfer |
| oofem::Quad1_mt | Class for mass transfer |
| oofem::Quad1Mindlin | This class implements an quadrilateral four-node Mindlin plate |
| oofem::Quad1MindlinShell3D | This class implements an quadrilateral four-node shell element, using Mindlin plate theory |
| oofem::Quad1PlaneStrain | Comment or uncomment the following line to force full or reduced integration |
| oofem::QuadAxisym1_hmt | Same as QuadAxisym1_ht but for heat+mass transfer |
| oofem::QuadAxisym1_ht | Quadratic axisymmetric element with linear approximation for heat transfer |
| oofem::QuadAxisym1_mt | Class for mass transfer |
| oofem::QWedge | This class implements an Quadratic 3d 15 - node elasticity finite element |
| oofem::QWedgeGrad | Quadratic 3D element |
| oofem::RampFunction | Class representing bimaterial interface |
| oofem::RandomFieldGenerator | |
| oofem::RandomMaterialExtensionInterface | Abstract base class for all random materials |
| oofem::RandomMaterialStatusExtensionInterface | Abstract base class for all random constitutive model statuses |
| oofem::Range | Class Range is an abstraction for interval of integer numbers |
| oofem::RankineMat | This class implements an isotropic elastoplastic material with Rankine yield condition, associated flow rule and linear isotropic softening, and with isotropic damage that leads to softening |
| oofem::RankineMatStatus | |
| oofem::RankinePlasticMaterial | This class implements a isotropic plastic linear material (J2 plasticity condition is used) in a finite element problem |
| oofem::RCM2Material | This class implements a Rotating Crack Model for fracture in smeared fashion ( only material stiffness modification is required, no changes in mesh topology) coupled with plastic behaviour |
| oofem::RCM2MaterialStatus | This class implements associated Material Status to SmearedCrackingMaterail |
| oofem::RCSDEMaterial | This class implements a Rotating Crack Model with transition to scalar damage for fracture in smeared fashion ( only material stiffness modification is required, no changes in mesh topology) |
| oofem::RCSDEMaterialStatus | This class implements associated Material Status to RCSDEMaterial |
| oofem::RCSDMaterial | This class implements a Rotating Crack Model with transition to scalar damage for fracture in smeared fashion ( only material stiffness modification is required, no changes in mesh topology) |
| oofem::RCSDMaterialStatus | This class implements associated Material Status to RCSDMaterial |
| oofem::RCSDNLMaterial | This class implements a Nonlocal Rotating Crack Model with transition to scalar damage for fracture in smeared fashion Only material stiffness modification is required, no changes in mesh topology |
| oofem::RCSDNLMaterialStatus | This class implements associated Material Status to RCSDNLMaterial |
| oofem::RefinedElement | |
| oofem::RefinedMesh | |
| oofem::Reinforcement | This class implements an influence of reinforcement into flow problems, especially concrete (binhamfluid) |
| oofem::RemeshingCriteria | The base class for all remeshing criteria |
| oofem::RerShell | This class implements an triangular three-node shell (CCT+linear plan stress) curved finite element |
| oofem::RheoChainMaterial | This class implements a rheologic chain model describing a viscoelastic material |
| oofem::RheoChainMaterialStatus | This class implements associated Material Status to RheoChainMaterial |
| oofem::RigidArmNode | Class implementing node connected to other node (master) using rigid arm in finite element mesh |
| oofem::RotatingBoundary | Class implementing rotating boundary surface |
| oofem::RowColumn | This class implements a segment of a unsymmetric matrix stored in segmented form (skyline) |
| oofem::Subdivision::RS_CompareNodePositions | |
| oofem::Subdivision::RS_Element | |
| oofem::Subdivision::RS_IrregularNode | |
| oofem::Subdivision::RS_Mesh | |
| oofem::Subdivision::RS_Node | |
| oofem::Subdivision::RS_packRemoteElemsStruct | |
| oofem::Subdivision::RS_SharedEdge | |
| oofem::Subdivision::RS_Tetra | |
| oofem::Subdivision::RS_Triangle | |
| oofem::rveEngngModel | The rveEngngModel is an abstract class introducing functions for setting boundary conditions on an RVE and computing characteristic data |
| oofem::RVEMaterial | |
| oofem::RVEStokesFlow | Material class using an external .in file as a description of the substructure of a transport problem (in this case seepage) |
| oofem::RVEStokesFlowMaterialStatus | Material status class for the RVEStokesFlow class |
| oofem::ScalarErrorIndicator | The class representing scalar error indicator |
| oofem::Shell7Base | This class represent a 7 parameter shell element |
| oofem::SimpleCrossSection | Class implementing "simple" cross section model in finite element problem |
| oofem::SimpleInterfaceMaterial | Base class representing general isotropic damage model |
| oofem::SimpleInterfaceMaterialStatus | This class implements associated Material Status to SimpleInterfaceMaterial |
| oofem::SimpleSlaveDof | Class representing "slave" degree of freedom |
| oofem::Skyline | Class implementing sparse matrix stored in skyline form |
| oofem::SkylineUnsym | This class implements a nonsymmetric matrix stored in a compacted (skyline) form |
| oofem::SlaveDof | Class representing "slave" degree of freedom |
| oofem::SlaveNode | Class implementing slave node connected to other nodes (masters) using predetermined weights |
| oofem::SLEPcSolver | |
| oofem::SloanGraph | Graph representing the undirected graph used for Sloan algorithm for symmetric matrix profile reduction |
| oofem::SloanGraphNode | Class representing node in undirected graph, used by Sloan profile optimizer |
| oofem::SloanLevelStructure | Class representing level structure for Sloan profile optimizer |
| oofem::SloanNodalDegreeOrderingCrit | |
| oofem::SmoothedNodalInternalVariableField | Class representing a field of an internal variable smoothed from integration points into nodes |
| oofem::Space3dStructuralElementEvaluator | General purpose 3d structural element evaluator |
| oofem::SparseGeneralEigenValueSystemNM | This base class is an abstraction for all numerical methods solving sparse linear system of equations |
| oofem::SparseLinearSystemNM | This base class is an abstraction for all numerical methods solving sparse linear system of equations |
| oofem::SparseMtrx | Base class for all matrices stored in sparse format |
| oofem::SparseNonLinearSystemNM | This base class is an abstraction for all numerical methods solving sparse nonlinear system of equations |
| oofem::SpatialLocalizer | The base class for all spatial localizers |
| oofem::SpatialLocalizerInterface | The spatial localizer element interface associated to spatial localizer |
| oofem::SpecificEntityRenumberingFunctor< TClass > | Derived template class |
| oofem::SpoolesSolver | Implements the solution of linear system of equation in the form using solvers from SPOOLES library |
| oofem::SpoolesSparseMtrx | This class provides an sparse matrix interface to SPOOLES InpMtrx |
| oofem::SpringElement | This class implements a simple spring element |
| oofem::SPRNodalRecoveryModel | The Superconvergent Patch Recovery (SPR) nodal recovery model is based on paper of Zienkiewicz and Zhu "The Superconvergent Patch recovery and Posteriori Error Estimates. Part 1: The Recovery Technique", Int |
| oofem::SPRNodalRecoveryModelInterface | The element interface required by ZZNodalRecoveryModel |
| oofem::StaggeredProblem | Implementation of general sequence (staggered) problem |
| oofem::StaticCommunicationBuffer | |
| oofem::StationaryTransportProblem | This class represents stationary transport problem |
| oofem::Steel1 | This class implements a isotropic perfectly plastic linear material in a finite element problem |
| oofem::StokesFlow | Implements the engineering model to solve incompressible Stokes flow |
| oofem::StokesFlowVelocityHomogenization | Class for using the stokes flow class as an rve/constitutive model |
| oofem::StrainVector | Specialization of a floating point array for representing a strain state |
| oofem::StressStrainBaseVector | Base class for stress/strain vector representations |
| oofem::StressVector | Specialization of a floating point array for representing a stress state |
| oofem::StructuralCrossSection | Abstract base class for all structural cross section models |
| oofem::StructuralEigenstrainLoad | This class implements prescribed eigenstrain (stress-free strain) |
| oofem::StructuralElement | Abstract base class for all "structural" finite elements |
| oofem::StructuralElementEvaluator | This class represent a new concept on how to define elements |
| oofem::StructuralEngngModel | This class implements extension of EngngModel for structural models |
| oofem::StructuralMaterial | Abstract base class for all "structural" constitutive models |
| oofem::StructuralMaterialStatus | This class implements a structural material status information |
| oofem::StructuralNonlocalMaterialExtensionInterface | Abstract base class for all nonlocal structural materials |
| oofem::StructuralNonlocalMaterialStatusExtensionInterface | Base class for all nonlocal structural material statuses |
| oofem::StructuralTemperatureLoad | This class implements temperature (constant) load over the element component array contains one or two numbers; componentArray->at(1) contains increment of temperature in mid-surface componentArray->at(2) contains increment of gradient of temperature over the thickness of element (optional) |
| oofem::Subdivision | This class represents the Rivara Subdivision algorithm for triangular meshes |
| oofem::SubspaceIteration | This class implements the class NumericalMethod instance Subspace Iteration Eigen Value Problem Solver |
| oofem::SUPG | This class represents transient incompressible flow problem |
| oofem::SUPGElement | General stabilized SUPG/PSPG element for CFD analysis |
| oofem::SUPGElement2 | This abstract class represent a general base element class for fluid dynamic problems |
| oofem::SurfaceTensionBoundaryCondition | Computes the load (and possibly tangent) for surface tension |
| oofem::SurfaceTensionMaterial | Material model for surface tension |
| oofem::SurfaceTensionMaterialStatus | Currently unused for isotropic surface tension |
| oofem::SymCompCol | Implementation of symmetric sparse matrix stored using compressed column/row storage |
| oofem::SymmetryBarrier | Implementation of symmetry nonlocal barrier |
| oofem::T3DInterface | This class represents the interface to t3d mesh generation package |
| oofem::Targe2Interface | This class represents the interface to Targe2 mesh generation package |
| oofem::TDictionary< Key, T > | This class implements a linked list whose entries are TPairs (see below) |
| oofem::TDictionaryIterator< Key, T > | |
| oofem::Tet1_3D_SUPG | Class representing 3d linear tetrahedral element for solving incompressible fluid with SUPG solver |
| oofem::Tet1BubbleStokes | Tetrahedral element for Stokes flow using Bubble basis function for stabilization |
| oofem::Tet21Stokes | Tetrahedral Taylor-Hood element for Stokes flow |
| oofem::Tetrah1_hmt | |
| oofem::Tetrah1_ht | Tetrahedral (3d) element with linear approximation for heat and mass transfer |
| oofem::TF1 | Class representing user defined temperature field |
| oofem::Timer | Class implementing single timer, providing wall clock and user time capabilities |
| oofem::TimeStep | Class representing solution step |
| oofem::RefinedMesh::tmp_hexa_rec | |
| oofem::RefinedMesh::tmp_tetra_rec | |
| oofem::CemhydMatStatus::togo | |
| oofem::Tokenizer | String bracket- and quotation-aware string tokenizer |
| oofem::TopologyDescription | Abstract class for topology description |
| oofem::TPair< Key, T > | This class implements key/value associations, A pair is used as an entry in a dictionary |
| oofem::TR1_2D_CBS | This class is the implementation of triangular CFD element with linear (and equal order) interpolation of velocity and pressure fields |
| oofem::TR1_2D_SUPG | Class representing 2d linear triangular element for solving incompressible fluid with SUPG solver |
| oofem::TR1_2D_SUPG2 | Class representing 2d linear triangular element for solving incompressible fluid with SUPG solver |
| oofem::TR1_2D_SUPG2_AXI | Class representing 2d linear axisymmetric triangular element for solving incompressible fluid with SUPG solver |
| oofem::TR1_2D_SUPG_AXI | Class representing 2d linear axisymmetric triangular element for solving incompressible fluid with SUPG solver |
| oofem::Tr1_hmt | Class for heat and mass transfer |
| oofem::Tr1_ht | Triangle (2d) element with linear approximation for heat transfer |
| oofem::Tr1BubbleStokes | Triangular element for Stokes flow using Bubble basis function |
| oofem::Tr1Darcy | Element class for the DarcyFlow engineering model |
| oofem::TR21_2D_SUPG | Class representing 2d triangular element with quadratic velocity and linear pressure approximation for solving incompressible fluid problems with SUPG solver |
| oofem::Tr21Stokes | Triangular Taylor-Hood element for Stokes flow |
| oofem::Tr2Shell7 | This class represent a 7 parameter shell element |
| oofem::TR_SHELL01 | This class implements an triangular three-node shell finite element, composed of cct3d and trplanrot3d elements |
| oofem::TrabBone3D | |
| oofem::TrabBone3DStatus | This class implements associated Material Status to TrabBone3D (trabecular bone material) |
| oofem::TrabBoneGrad3D | Gradient bone damage-plastic material model |
| oofem::TrabBoneGrad3DStatus | Gradient bone damage-plastic material status |
| oofem::TrabBoneNL | Trabecular bone nonlocal material |
| oofem::TrabBoneNL3D | Trabecular bone nonlocal material model |
| oofem::TrabBoneNL3DStatus | Trabecular bone nonlocal material status |
| oofem::TrabBoneNLEmbed | Trabecular bone nonlocal material |
| oofem::TrabBoneNLEmbedStatus | Trabecular bone nonlocal material status |
| oofem::TrabBoneNLStatus | Trabecular bone nonlocal material status |
| oofem::TractionPressureBC | Class implementing prescribed pressure bc due to prescribed tractions (Dirichlet boundary condition on DOF) |
| oofem::TransportElement | This abstract class represent a general base element class for transport problems |
| oofem::TransportMaterial | Abstract base class for all constitutive models for transport problems |
| oofem::TransportMaterialStatus | This class implements a transport material status information |
| oofem::TrAxisym1_ht | Triangular axisymmetric element with linear approximation for moisture/heat transfer |
| oofem::Triangle | |
| oofem::Triangle_PSLG | Plane straight line graph used as input for meshing with triangle |
| oofem::TriangleMesherInterface | Interface to Triangle (Delaunay mesher) |
| oofem::TrianglePatch | |
| oofem::TrPlaneStrain | This class implements an triangular three-node plane- strain elasticity finite element |
| oofem::TrPlaneStress2d | This class implements an triangular three-node plane-stress elasticity finite element |
| oofem::TrPlaneStrRot | Class implements an triangular three-node plane- stress elasticity finite element with independent rotation field |
| oofem::TrPlaneStrRot3d | This class represent triangular plane stress element with rotational degree of freedom around normal that can be arbitrary oriented in space, in contrast to base TrPlaneStrRot element that is defined in xy-plane |
| oofem::Truss1d | This class implements a two-node truss bar element for one-dimensional analysis |
| oofem::Truss2d | This class implements a two-node truss bar element for two-dimensional analysis |
| oofem::Truss3d | This class implements a two-node truss bar element for three-dimensional analysis |
| oofem::TSplineInterpolation | Interpolation for T-splines |
| oofem::TSplinePlaneStressElement | |
| oofem::TwoFluidMaterial | Material coupling the behavior of two particular materials based on rule of mixture |
| oofem::UnknownNumberingScheme | Abstract base class allowing to control the way, how equations are assigned to individual DOFs |
| oofem::UserDefinedLoadTimeFunction | Class representing user defined load time function |
| oofem::UserDefinedTemperatureField | Class representing user defined temperature field |
| oofem::Vertex | Class representing vertex |
| oofem::VoidPreconditioner | Class implementing void preconditioner |
| oofem::VTKExportModule | Represents VTK (Visualization Toolkit) export module |
| oofem::VTKXMLExportModule | Represents VTK (Visualization Toolkit) export module |
| oofem::VTKXMLExportModuleElementInterface | Elements with geometry defined as EGT_Composite are exported using individual pieces |
| oofem::WallClockLoadBalancerMonitor | Implementation of simple wall-clock based monitor |
| oofem::WeakPeriodicbc | Imposes weak periodicity on the doftype of choice |
| oofem::LoadBalancer::WorkTransferPlugin | |
| oofem::XfemElementInterface | Provides Xfem interface for an element |
| oofem::XfemManager | This class manages the xfem part as well as takes over some functions which would appear in the Domain and Node class |
| oofem::ZZErrorEstimator | The implementation of Zienkiewicz Zhu Error Estimator (Zienkiewicz and Zhu: A simple error estimator and adaptive procedure for practical engineering analysis, International Journal for Numerical Methods in Engineering, vol |
| oofem::ZZErrorEstimatorInterface | The element interface corresponding to ZZErrorEstimator |
| oofem::ZZNodalRecoveryModel | The nodal recovery model based on paper of Zienkiewicz and Zhu "A Simple Estimator and Adaptive Procedure for Practical Engineering Analysis" |
| oofem::ZZNodalRecoveryModelInterface | The element interface required by ZZNodalRecoveryModel |
| oofem::ZZRemeshingCriteria | The class representing Zienkiewicz-Zhu remeshing criteria |
| oofem::ZZRemeshingCriteriaInterface | The corresponding element interface to ZZRemeshingCriteria class |