SOFA API  384d495c
Open source framework for multi-physics simuation
sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes > Class Template Reference

#include <TetrahedronFEMForceField.h>

Detailed Description

template<class DataTypes>
class sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >

Compute Finite Element forces based on tetrahedral elements. Corotational methods are based on a rotation from world-space to material-space.

Public Attributes

type::vector< Mat33m_rotations
 
Data< VecCoord_initialPoints
 the initial positions of the points More...
 
int method
 
Data< std::string > f_method
 the computation method of the displacements More...
 
Data< Real_poissonRatio
 FEM Poisson Ratio [0,0.5[. More...
 
Data< VecReal_youngModulus
 FEM Young Modulus. More...
 
Data< VecReal_localStiffnessFactor
 Allow specification of different stiffness per element. If there are N element and M values are specified, the youngModulus factor for element i would be localStiffnessFactor[i*M/N]. More...
 
Data< bool > _updateStiffnessMatrix
 
Data< bool > _assembling
 
Data< sofa::helper::OptionsGroup_gatherPt
 use in GPU version More...
 
Data< sofa::helper::OptionsGroup_gatherBsize
 use in GPU version More...
 
Data< bool > drawHeterogeneousTetra
 Draw Heterogeneous Tetra in different color. More...
 
Real minYoung
 
Real maxYoung
 
type::vector< RealelemLambda
 
type::vector< RealelemMu
 
type::vector< Mat44elemShapeFun
 
Real prevMaxStress
 
Data< int_computeVonMisesStress
 compute and display von Mises stress: 0: no computations, 1: using corotational strain, 2: using full Green strain More...
 
Data< type::vector< Real > > _vonMisesPerElement
 von Mises Stress per element More...
 
Data< type::vector< Real > > _vonMisesPerNode
 von Mises Stress per node More...
 
Data< type::vector< type::RGBAColor > > _vonMisesStressColors
 Vector of colors describing the VonMises stress. More...
 
Real m_minVonMisesPerNode
 
Real m_maxVonMisesPerNode
 
Data< std::string > _showStressColorMap
 Color map used to show stress values. More...
 
Data< float_showStressAlpha
 Alpha for vonMises visualisation. More...
 
Data< bool > _showVonMisesStressPerNode
 draw points showing vonMises stress interpolated in nodes More...
 
Data< bool > d_showVonMisesStressPerNodeColorMap
 draw triangles showing vonMises stress interpolated in nodes More...
 
Data< bool > _showVonMisesStressPerElement
 draw triangles showing vonMises stress interpolated in elements More...
 
Data< Reald_showElementGapScale
 draw gap between elements (when showWireFrame is disabled) More...
 
Data< bool > _updateStiffness
 udpate structures (precomputed in init) using stiffness parameters in each iteration (set listening=1) More...
 
SingleLink< TetrahedronFEMForceField< DataTypes >, sofa::core::topology::BaseMeshTopology, BaseLink::FLAG_STOREPATH|BaseLink::FLAG_STRONGLINKl_topology
 Link to be set to the topology container in the component graph. More...
 
type::vector< type::Vec< 6, Real > > elemDisplacements
 
bool updateVonMisesStress
 
Plasticity such as "Interactive Virtual Materials", Muller & Gross, GI 2004
Data< Real_plasticMaxThreshold
 
Data< Real_plasticYieldThreshold
 Plastic Yield Threshold (2-norm of the strain) More...
 
Data< Real_plasticCreep
 this parameters is different from the article, here it includes the multiplication by dt More...
 

Protected Attributes

VecMaterialStiffness materialsStiffnesses
 Vector of material stiffness matrices of each tetrahedron. More...
 
VecStrainDisplacement strainDisplacements
 the strain-displacement matrices vector More...
 
type::vector< Transformationrotations
 
type::vector< VoigtTensor_plasticStrains
 one plastic strain per element More...
 
SReal m_potentialEnergy
 
core::topology::BaseMeshTopologym_topology
 
const VecElement_indexedElements
 
bool needUpdateTopology
 
TetrahedronFEMForceFieldInternalData< DataTypesdata
 
Real m_restVolume
 
sofa::helper::ColorMapm_VonMisesColorMap
 
Transformation InvalidTransform
 
type::fixed_array< Coord, 4 > InvalidCoords
 
MaterialStiffness InvalidMaterialStiffness
 
StrainDisplacement InvalidStrainDisplacement
 
std::vector< sofa::type::Vec3m_renderedPoints
 
std::vector< sofa::type::RGBAColorm_renderedColors
 
type::vector< type::fixed_array< Coord, 4 > > _rotatedInitialElements
 The initials positions in its frame. More...
 
type::vector< Transformation_initialRotations
 
type::vector< unsigned int_rotationIdx
 
type::vector< Transformation_initialTransformation
 

Public Member Functions

 SOFA_CLASS2 (SOFA_TEMPLATE(TetrahedronFEMForceField, DataTypes), SOFA_TEMPLATE(core::behavior::ForceField, DataTypes), SOFA_TEMPLATE(core::behavior::RotationFinder, DataTypes))
 
Real getRestVolume ()
 
void getRotation (Mat33 &R, Index nodeIdx)
 
void getRotations (VecReal &vecR)
 
void getRotations (linearalgebra::BaseMatrix *rotations, int offset=0) override
 
const type::vector< Mat33 > & getRotations () override
 
void setPoissonRatio (Real val)
 
void setYoungModulus (Real val)
 
void setComputeGlobalMatrix (bool val)
 
const TransformationgetActualTetraRotation (Index index)
 
const TransformationgetInitialTetraRotation (Index index)
 
const MaterialStiffnessgetMaterialStiffness (TetrahedronID tetraId)
 
const StrainDisplacementgetStrainDisplacement (TetrahedronID tetraId)
 
const type::fixed_array< Coord, 4 > & getRotatedInitialElements (TetrahedronID tetraId)
 
void setMethod (std::string methodName)
 
void setMethod (int val)
 
void setUpdateStiffnessMatrix (bool val)
 
void reset () override
 
void init () override
 
void reinit () override
 
void addForce (const core::MechanicalParams *mparams, DataVecDeriv &d_f, const DataVecCoord &d_x, const DataVecDeriv &d_v) override
 
void addDForce (const core::MechanicalParams *mparams, DataVecDeriv &d_df, const DataVecDeriv &d_dx) override
 
SReal getPotentialEnergy (const core::MechanicalParams *, const DataVecCoord &x) const override
 
void addKToMatrix (sofa::linearalgebra::BaseMatrix *m, SReal kFactor, unsigned int &offset) override
 
void addKToMatrix (const core::MechanicalParams *, const sofa::core::behavior::MultiMatrixAccessor *) override
 
void buildStiffnessMatrix (core::behavior::StiffnessMatrix *matrix) override
 
void buildDampingMatrix (core::behavior::DampingMatrix *) final
 
void draw (const core::visual::VisualParams *vparams) override
 
void computeBBox (const core::ExecParams *params, bool onlyVisible) override
 
void getElementStiffnessMatrix (Real *stiffness, Index nodeIdx)
 
void getElementStiffnessMatrix (Real *stiffness, Tetrahedron &te)
 
virtual void computeMaterialStiffness (MaterialStiffness &materialMatrix, Index &a, Index &b, Index &c, Index &d)
 

Protected Member Functions

 TetrahedronFEMForceField ()
 
 ~TetrahedronFEMForceField () override
 
void computeStrainDisplacement (StrainDisplacement &J, Coord a, Coord b, Coord c, Coord d)
 
Real peudo_determinant_for_coef (const type::Mat< 2, 3, Real > &M)
 
void computeStiffnessMatrix (StiffnessMatrix &S, StiffnessMatrix &SR, const MaterialStiffness &K, const StrainDisplacement &J, const Transformation &Rot)
 
virtual void computeMaterialStiffness (Index i, Index &a, Index &b, Index &c, Index &d)
 
void computeForce (Displacement &F, const Displacement &Depl, VoigtTensor &plasticStrain, const MaterialStiffness &K, const StrainDisplacement &J)
 
void computeForce (Displacement &F, const Displacement &Depl, const MaterialStiffness &K, const StrainDisplacement &J, SReal fact)
 
void initSmall (Index i, Index &a, Index &b, Index &c, Index &d)
 
void accumulateForceSmall (Vector &f, const Vector &p, typename VecElement::const_iterator elementIt, Index elementIndex)
 
void applyStiffnessSmall (Vector &f, const Vector &x, Index i=0, Index a=0, Index b=1, Index c=2, Index d=3, SReal fact=1.0)
 
void initLarge (Index i, Index &a, Index &b, Index &c, Index &d)
 
void computeRotationLarge (Transformation &r, const Vector &p, const Index &a, const Index &b, const Index &c)
 
void accumulateForceLarge (Vector &f, const Vector &p, typename VecElement::const_iterator elementIt, Index elementIndex)
 
void initPolar (Index i, Index &a, Index &b, Index &c, Index &d)
 
void accumulateForcePolar (Vector &f, const Vector &p, typename VecElement::const_iterator elementIt, Index elementIndex)
 
void initSVD (Index i, Index &a, Index &b, Index &c, Index &d)
 
void accumulateForceSVD (Vector &f, const Vector &p, typename VecElement::const_iterator elementIt, Index elementIndex)
 
void applyStiffnessCorotational (Vector &f, const Vector &x, Index i=0, Index a=0, Index b=1, Index c=2, Index d=3, SReal fact=1.0)
 
void handleTopologyChange () override
 
void computeVonMisesStress ()
 
bool isComputeVonMisesStressMethodSet ()
 
void computeMinMaxFromYoungsModulus ()
 
virtual void drawTrianglesFromTetrahedra (const core::visual::VisualParams *vparams, bool showVonMisesStressPerElement, bool drawVonMisesStress, const VecCoord &x, const VecReal &youngModulus, bool heterogeneous, Real minVM, Real maxVM, helper::ReadAccessor< Data< type::vector< Real >>> vM)
 
virtual void drawTrianglesFromRangeOfTetrahedra (const simulation::Range< VecElement::const_iterator > &range, const core::visual::VisualParams *vparams, bool showVonMisesStressPerElement, bool drawVonMisesStress, bool showWireFrame, const VecCoord &x, const VecReal &youngModulus, bool heterogeneous, Real minVM, Real maxVM, helper::ReadAccessor< Data< type::vector< Real >>> vM)
 
void handleEvent (core::objectmodel::Event *event) override
 

Friends

class TetrahedronFEMForceFieldInternalData< DataTypes >
 

Per element (tetrahedron) data

typedef type::VecNoInit< 12, RealDisplacement
 Displacement vector (deformation of the 4 corners of a tetrahedron. More...
 
typedef type::Mat< 6, 6, RealMaterialStiffness
 Material stiffness matrix of a tetrahedron. More...
 
typedef type::Mat< 12, 6, RealStrainDisplacement
 Strain-displacement matrix. More...
 
typedef type::MatNoInit< 3, 3, RealTransformation
 Rigid transformation (rotation) matrix. More...
 
typedef type::Mat< 12, 12, RealStiffnessMatrix
 Stiffness matrix ( = RJKJtRt with K the Material stiffness matrix, J the strain-displacement matrix, and R the transformation matrix if any ) More...
 
typedef type::VecNoInit< 6, RealVoigtTensor
 Symmetrical tensor written as a vector following the Voigt notation. More...
 
type::MatNoInit< 3, 3, RealR0
 

Full system matrix assembly support

typedef std::pair< Index, RealCol_Value
 
typedef type::vector< Col_ValueCompressedValue
 
typedef type::vector< CompressedValueCompressedMatrix
 
CompressedMatrix _stiffnesses
 

Attribute details

◆ _assembling

◆ _computeVonMisesStress

template<class DataTypes >
Data<int> sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::_computeVonMisesStress

compute and display von Mises stress: 0: no computations, 1: using corotational strain, 2: using full Green strain

◆ _gatherBsize

◆ _gatherPt

◆ _indexedElements

template<class DataTypes >
const VecElement* sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::_indexedElements
protected

◆ _initialPoints

the initial positions of the points

◆ _initialRotations

◆ _initialTransformation

◆ _localStiffnessFactor

Allow specification of different stiffness per element. If there are N element and M values are specified, the youngModulus factor for element i would be localStiffnessFactor[i*M/N].

◆ _plasticCreep

this parameters is different from the article, here it includes the multiplication by dt

◆ _plasticMaxThreshold

◆ _plasticStrains

one plastic strain per element

◆ _plasticYieldThreshold

template<class DataTypes >
Data<Real> sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::_plasticYieldThreshold

Plastic Yield Threshold (2-norm of the strain)

◆ _poissonRatio

FEM Poisson Ratio [0,0.5[.

◆ _rotatedInitialElements

template<class DataTypes >
type::vector<type::fixed_array<Coord,4> > sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::_rotatedInitialElements
protected

The initials positions in its frame.

◆ _rotationIdx

template<class DataTypes >
type::vector<unsigned int> sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::_rotationIdx
protected

◆ _showStressAlpha

Alpha for vonMises visualisation.

◆ _showStressColorMap

template<class DataTypes >
Data<std::string> sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::_showStressColorMap

Color map used to show stress values.

◆ _showVonMisesStressPerElement

template<class DataTypes >
Data<bool> sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::_showVonMisesStressPerElement

draw triangles showing vonMises stress interpolated in elements

◆ _showVonMisesStressPerNode

template<class DataTypes >
Data<bool> sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::_showVonMisesStressPerNode

draw points showing vonMises stress interpolated in nodes

◆ _stiffnesses

◆ _updateStiffness

template<class DataTypes >
Data<bool> sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::_updateStiffness

udpate structures (precomputed in init) using stiffness parameters in each iteration (set listening=1)

◆ _updateStiffnessMatrix

template<class DataTypes >
Data<bool> sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::_updateStiffnessMatrix

◆ _vonMisesPerElement

von Mises Stress per element

◆ _vonMisesPerNode

von Mises Stress per node

◆ _vonMisesStressColors

Vector of colors describing the VonMises stress.

◆ _youngModulus

FEM Young Modulus.

◆ d_showElementGapScale

template<class DataTypes >
Data<Real> sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::d_showElementGapScale

draw gap between elements (when showWireFrame is disabled)

◆ d_showVonMisesStressPerNodeColorMap

template<class DataTypes >
Data<bool> sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::d_showVonMisesStressPerNodeColorMap

draw triangles showing vonMises stress interpolated in nodes

◆ data

◆ drawHeterogeneousTetra

template<class DataTypes >
Data< bool > sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::drawHeterogeneousTetra

Draw Heterogeneous Tetra in different color.

◆ elemDisplacements

◆ elemLambda

to compute vonMises stress for visualization two options: either using corotational strain (TODO) or full Green strain tensor (which must be therefore computed for each element and requires some pre-calculations in reinit)

◆ elemMu

◆ elemShapeFun

◆ f_method

template<class DataTypes >
Data<std::string> sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::f_method

the computation method of the displacements

◆ InvalidCoords

◆ InvalidMaterialStiffness

template<class DataTypes >
MaterialStiffness sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::InvalidMaterialStiffness
protected

◆ InvalidStrainDisplacement

template<class DataTypes >
StrainDisplacement sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::InvalidStrainDisplacement
protected

◆ InvalidTransform

◆ l_topology

◆ m_maxVonMisesPerNode

template<class DataTypes >
Real sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::m_maxVonMisesPerNode

◆ m_minVonMisesPerNode

template<class DataTypes >
Real sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::m_minVonMisesPerNode

◆ m_potentialEnergy

template<class DataTypes >
SReal sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::m_potentialEnergy
protected

◆ m_renderedColors

template<class DataTypes >
std::vector< sofa::type::RGBAColor > sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::m_renderedColors
protected

◆ m_renderedPoints

template<class DataTypes >
std::vector< sofa::type::Vec3 > sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::m_renderedPoints
protected

◆ m_restVolume

template<class DataTypes >
Real sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::m_restVolume
protected

◆ m_rotations

◆ m_topology

◆ m_VonMisesColorMap

◆ materialsStiffnesses

Vector of material stiffness matrices of each tetrahedron.

◆ maxYoung

◆ method

◆ minYoung

◆ needUpdateTopology

template<class DataTypes >
bool sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::needUpdateTopology
protected

◆ prevMaxStress

◆ R0

◆ rotations

◆ strainDisplacements

the strain-displacement matrices vector

◆ updateVonMisesStress

template<class DataTypes >
bool sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::updateVonMisesStress

Constructor details

◆ TetrahedronFEMForceField()

◆ ~TetrahedronFEMForceField()

Function details

◆ accumulateForceLarge()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::accumulateForceLarge ( Vector f,
const Vector p,
typename VecElement::const_iterator  elementIt,
Index  elementIndex 
)
inlineprotected

◆ accumulateForcePolar()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::accumulateForcePolar ( Vector f,
const Vector p,
typename VecElement::const_iterator  elementIt,
Index  elementIndex 
)
inlineprotected

◆ accumulateForceSmall()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::accumulateForceSmall ( Vector f,
const Vector p,
typename VecElement::const_iterator  elementIt,
Index  elementIndex 
)
inlineprotected

◆ accumulateForceSVD()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::accumulateForceSVD ( Vector f,
const Vector p,
typename VecElement::const_iterator  elementIt,
Index  elementIndex 
)
inlineprotected

◆ addDForce()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::addDForce ( const core::MechanicalParams mparams,
DataVecDeriv d_df,
const DataVecDeriv d_dx 
)
inlineoverride

◆ addForce()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::addForce ( const core::MechanicalParams mparams,
DataVecDeriv d_f,
const DataVecCoord d_x,
const DataVecDeriv d_v 
)
inlineoverride

◆ addKToMatrix() [1/2]

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::addKToMatrix ( const core::MechanicalParams mparams,
const sofa::core::behavior::MultiMatrixAccessor matrix 
)
override

◆ addKToMatrix() [2/2]

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::addKToMatrix ( sofa::linearalgebra::BaseMatrix m,
SReal  kFactor,
unsigned int offset 
)
override

◆ applyStiffnessCorotational()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::applyStiffnessCorotational ( Vector f,
const Vector x,
Index  i = 0,
Index  a = 0,
Index  b = 1,
Index  c = 2,
Index  d = 3,
SReal  fact = 1.0 
)
inlineprotected

◆ applyStiffnessSmall()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::applyStiffnessSmall ( Vector f,
const Vector x,
Index  i = 0,
Index  a = 0,
Index  b = 1,
Index  c = 2,
Index  d = 3,
SReal  fact = 1.0 
)
inlineprotected

◆ buildDampingMatrix()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::buildDampingMatrix ( core::behavior::DampingMatrix )
final

◆ buildStiffnessMatrix()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::buildStiffnessMatrix ( core::behavior::StiffnessMatrix matrix)
override

◆ computeBBox()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::computeBBox ( const core::ExecParams params,
bool  onlyVisible 
)
override

◆ computeForce() [1/2]

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::computeForce ( Displacement F,
const Displacement Depl,
const MaterialStiffness K,
const StrainDisplacement J,
SReal  fact 
)
inlineprotected

◆ computeForce() [2/2]

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::computeForce ( Displacement F,
const Displacement Depl,
VoigtTensor plasticStrain,
const MaterialStiffness K,
const StrainDisplacement J 
)
inlineprotected

◆ computeMaterialStiffness() [1/2]

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::computeMaterialStiffness ( Index  i,
Index &  a,
Index &  b,
Index &  c,
Index &  d 
)
protectedvirtual

◆ computeMaterialStiffness() [2/2]

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::computeMaterialStiffness ( MaterialStiffness materialMatrix,
Index &  a,
Index &  b,
Index &  c,
Index &  d 
)
virtual

◆ computeMinMaxFromYoungsModulus()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::computeMinMaxFromYoungsModulus
protected

◆ computeRotationLarge()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::computeRotationLarge ( Transformation r,
const Vector p,
const Index &  a,
const Index &  b,
const Index &  c 
)
inlineprotected

◆ computeStiffnessMatrix()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::computeStiffnessMatrix ( StiffnessMatrix S,
StiffnessMatrix SR,
const MaterialStiffness K,
const StrainDisplacement J,
const Transformation Rot 
)
protected

◆ computeStrainDisplacement()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::computeStrainDisplacement ( StrainDisplacement J,
Coord  a,
Coord  b,
Coord  c,
Coord  d 
)
inlineprotected

◆ computeVonMisesStress()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::computeVonMisesStress
protected

◆ draw()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::draw ( const core::visual::VisualParams vparams)
override

◆ drawTrianglesFromRangeOfTetrahedra()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::drawTrianglesFromRangeOfTetrahedra ( const simulation::Range< VecElement::const_iterator > &  range,
const core::visual::VisualParams vparams,
bool  showVonMisesStressPerElement,
bool  drawVonMisesStress,
bool  showWireFrame,
const VecCoord x,
const VecReal youngModulus,
bool  heterogeneous,
Real  minVM,
Real  maxVM,
helper::ReadAccessor< Data< type::vector< Real >>>  vM 
)
protectedvirtual

◆ drawTrianglesFromTetrahedra()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::drawTrianglesFromTetrahedra ( const core::visual::VisualParams vparams,
bool  showVonMisesStressPerElement,
bool  drawVonMisesStress,
const VecCoord x,
const VecReal youngModulus,
bool  heterogeneous,
Real  minVM,
Real  maxVM,
helper::ReadAccessor< Data< type::vector< Real >>>  vM 
)
protectedvirtual

◆ getActualTetraRotation()

template<class DataTypes >
const TetrahedronFEMForceField< DataTypes >::Transformation & sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::getActualTetraRotation ( Index  index)

◆ getElementStiffnessMatrix() [1/2]

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::getElementStiffnessMatrix ( Real stiffness,
Index  nodeIdx 
)

◆ getElementStiffnessMatrix() [2/2]

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::getElementStiffnessMatrix ( Real stiffness,
Tetrahedron te 
)
inline

◆ getInitialTetraRotation()

template<class DataTypes >
const TetrahedronFEMForceField< DataTypes >::Transformation & sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::getInitialTetraRotation ( Index  index)

◆ getMaterialStiffness()

◆ getPotentialEnergy()

template<class DataTypes >
SReal sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::getPotentialEnergy ( const core::MechanicalParams ,
const DataVecCoord x 
) const
inlineoverride

◆ getRestVolume()

template<class DataTypes >
Real sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::getRestVolume ( )
inline

◆ getRotatedInitialElements()

template<class DataTypes >
const type::fixed_array< typename TetrahedronFEMForceField< DataTypes >::Coord, 4 > & sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::getRotatedInitialElements ( TetrahedronID  tetraId)

◆ getRotation()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::getRotation ( Mat33 R,
Index  nodeIdx 
)
inline

◆ getRotations() [1/3]

◆ getRotations() [2/3]

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::getRotations ( linearalgebra::BaseMatrix rotations,
int  offset = 0 
)
override

◆ getRotations() [3/3]

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::getRotations ( VecReal vecR)

◆ getStrainDisplacement()

◆ handleEvent()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::handleEvent ( core::objectmodel::Event event)
overrideprotected

◆ handleTopologyChange()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::handleTopologyChange ( )
inlineoverrideprotected

◆ init()

◆ initLarge()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::initLarge ( Index  i,
Index &  a,
Index &  b,
Index &  c,
Index &  d 
)
protected

◆ initPolar()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::initPolar ( Index  i,
Index &  a,
Index &  b,
Index &  c,
Index &  d 
)
protected

◆ initSmall()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::initSmall ( Index  i,
Index &  a,
Index &  b,
Index &  c,
Index &  d 
)
protected

◆ initSVD()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::initSVD ( Index  i,
Index &  a,
Index &  b,
Index &  c,
Index &  d 
)
protected

◆ isComputeVonMisesStressMethodSet()

template<class DataTypes >
bool sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::isComputeVonMisesStressMethodSet
protected

◆ peudo_determinant_for_coef()

template<class DataTypes >
TetrahedronFEMForceField< DataTypes >::Real sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::peudo_determinant_for_coef ( const type::Mat< 2, 3, Real > &  M)
protected

◆ reinit()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::reinit
inlineoverride

◆ reset()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::reset
override

◆ setComputeGlobalMatrix()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::setComputeGlobalMatrix ( bool  val)
inline

◆ setMethod() [1/2]

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::setMethod ( int  val)

◆ setMethod() [2/2]

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::setMethod ( std::string  methodName)

◆ setPoissonRatio()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::setPoissonRatio ( Real  val)
inline

◆ setUpdateStiffnessMatrix()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::setUpdateStiffnessMatrix ( bool  val)
inline

◆ setYoungModulus()

template<class DataTypes >
void sofa::component::solidmechanics::fem::elastic::TetrahedronFEMForceField< DataTypes >::setYoungModulus ( Real  val)

◆ SOFA_CLASS2()

Enum details

◆ anonymous enum

template<class DataTypes >
anonymous enum
Enumerator
SMALL 

Symbol of small displacements tetrahedron solver.

LARGE 

Symbol of corotational large displacements tetrahedron solver based on a QR decomposition -> Nesme et al 2005 "Efficient, Physically Plausible Finite Elements".

POLAR 

Symbol of corotational large displacements tetrahedron solver based on a polar decomposition -> Muller et al 2004 "Interactive Virtual Materials".

SVD 

Symbol of corotational large displacements tetrahedron solver based on a SVD decomposition -> inspired from Irving et al 2004 "Invertible Finite Element for Robust Simulation of Large Deformation".

Related details

◆ TetrahedronFEMForceFieldInternalData< DataTypes >

template<class DataTypes >
friend class TetrahedronFEMForceFieldInternalData< DataTypes >
friend