ITK  4.0.0
Insight Segmentation and Registration Toolkit
itk::fem::Element2DC0LinearQuadrilateralStress Member List
This is the complete list of members for itk::fem::Element2DC0LinearQuadrilateralStress, including all inherited members.
ArrayType typedefitk::fem::Element
ArrayType1 typedefitk::fem::Element
Baseclass typedefitk::fem::FEMLightObject
BreakOnError()itk::LightObject [static]
ConstPointer typedefitk::fem::Element2DC0LinearQuadrilateralStress
CreateAnother(void) const itk::fem::Element2DC0LinearQuadrilateralStress [virtual]
DefaultIntegrationOrder enum valueitk::fem::Element2DC0LinearQuadrilateral
DegreeOfFreedomIDType typedefitk::fem::ElementStd< 4, 2 >
Delete()itk::LightObject [virtual]
Determinant2x2(const VectorType &c1, const VectorType &c2) const itk::fem::Element2DC0LinearQuadrilateral
Element2DC0LinearQuadrilateralStress()itk::fem::Element2DC0LinearQuadrilateralStress
Element2DC0LinearQuadrilateralStress(NodeIDType n1_, NodeIDType n2_, NodeIDType n3_, NodeIDType n4_, Material::ConstPointer p_)itk::fem::Element2DC0LinearQuadrilateralStress
Element2DStress()itk::fem::Element2DStress< Element2DC0LinearQuadrilateral >
ElementIdentifier typedefitk::fem::Element
ElementStd()itk::fem::ElementStd< 4, 2 >
FEMLightObject()itk::fem::FEMLightObject [inline, protected]
FEMLightObject(const FEMLightObject &o)itk::fem::FEMLightObject [inline, protected]
Float typedefitk::fem::Element2DStress< Element2DC0LinearQuadrilateral >
gaussMaxOrder enum valueitk::fem::Element
gaussPointitk::fem::Element [static]
gaussWeightitk::fem::Element [static]
GetDegreeOfFreedom(unsigned int local_dof) const itk::fem::Element [inline]
GetEdgeIds(void) const itk::fem::Element [inline, virtual]
GetElementDeformationEnergy(MatrixType &LocalSolution) const itk::fem::Element [virtual]
GetGlobalFromLocalCoordinates(const VectorType &pt) const itk::fem::Element [virtual]
GetGlobalNumber() const itk::fem::FEMLightObject
GetIntegrationPointAndWeight(unsigned int i, VectorType &pt, Float &w, unsigned int order) const itk::fem::Element2DC0LinearQuadrilateral [virtual]
GetLandmarkContributionMatrix(float eta, MatrixType &Le) const itk::fem::Element [virtual]
GetLocalFromGlobalCoordinates(const VectorType &globalPt, VectorType &localPt) const itk::fem::Element2DC0LinearQuadrilateral [virtual]
GetMassMatrix(MatrixType &Me) constitk::fem::Element2DStress< Element2DC0LinearQuadrilateral > [virtual]
GetMaterial(void) constitk::fem::Element2DStress< Element2DC0LinearQuadrilateral > [inline, virtual]
GetMaterialMatrix(MatrixType &D) constitk::fem::Element2DStress< Element2DC0LinearQuadrilateral > [virtual]
GetNameOfClass() const itk::fem::Element2DC0LinearQuadrilateralStress [virtual]
GetNode(unsigned int n) constitk::fem::ElementStd< 4, 2 > [inline, virtual]
GetNodeCoordinates(unsigned int n) constitk::fem::ElementStd< 4, 2 > [inline, virtual]
GetNumberOfDegreesOfFreedom(void) const itk::fem::Element [inline, virtual]
GetNumberOfDegreesOfFreedomPerNode(void) constitk::fem::Element2DStress< Element2DC0LinearQuadrilateral > [inline, virtual]
GetNumberOfIntegrationPoints(unsigned int order) const itk::fem::Element2DC0LinearQuadrilateral [virtual]
GetNumberOfNodes(void) constitk::fem::ElementStd< 4, 2 > [inline, virtual]
GetNumberOfSpatialDimensions() constitk::fem::ElementStd< 4, 2 > [inline, virtual]
GetReferenceCount() const itk::LightObject [inline, virtual]
GetStiffnessMatrix(MatrixType &Ke) const itk::fem::Element [virtual]
GetStrainDisplacementMatrix(MatrixType &B, const MatrixType &shapeDgl) constitk::fem::Element2DStress< Element2DC0LinearQuadrilateral > [virtual]
GetStrainsAtPoint(const VectorType &pt, const Solution &sol, unsigned int index) const itk::fem::Element [virtual]
GetStressesAtPoint(const VectorType &pt, const VectorType &e, const Solution &sol, unsigned int index) const itk::fem::Element [virtual]
InternalReferenceCountType typedefitk::LightObject [protected]
InterpolateSolution(const VectorType &pt, const Solution &sol, unsigned int solutionIndex=0) const itk::fem::Element [virtual]
InterpolateSolutionN(const VectorType &pt, const Solution &sol, unsigned int f, unsigned int solutionIndex=0) const itk::fem::Element [virtual]
InterpolationDerivs(const VectorType &pcoords, VectorType &derivs) const itk::fem::Element2DC0LinearQuadrilateral
InterpolationFunctions(const VectorType &pcoords, VectorType &sf) const itk::fem::Element2DC0LinearQuadrilateral
InvalidDegreeOfFreedomID enum valueitk::fem::ElementStd< 4, 2 >
Jacobian(const VectorType &pt, MatrixType &J, const MatrixType *pshapeD=0) const itk::fem::Element [virtual]
JacobianDeterminant(const VectorType &pt, const MatrixType *pJ=0) const itk::fem::Element [virtual]
JacobianInverse(const VectorType &pt, MatrixType &invJ, const MatrixType *pJ=0) const itk::fem::Element [virtual]
LightObject()itk::LightObject [inline, protected]
LoadPointer typedefitk::fem::ElementStd< 4, 2 >
LoadType typedefitk::fem::ElementStd< 4, 2 >
m_EdgeIdsitk::fem::Element [protected]
m_GlobalNumberitk::fem::FEMLightObject [protected]
m_matitk::fem::Element2DStress< Element2DC0LinearQuadrilateral > [protected]
m_nodeitk::fem::ElementStd< 4, 2 > [protected]
m_ReferenceCountitk::LightObject [mutable, protected]
m_ReferenceCountLockitk::LightObject [mutable, protected]
MatrixType typedefitk::fem::Element2DStress< Element2DC0LinearQuadrilateral >
New()itk::fem::Element2DC0LinearQuadrilateralStress [static]
Node typedefitk::fem::ElementStd< 4, 2 >
NodeIDType typedefitk::fem::ElementStd< 4, 2 >
NumberOfNodes enum valueitk::fem::ElementStd< 4, 2 >
NumberOfSpatialDimensions enum valueitk::fem::ElementStd< 4, 2 >
Pointer typedefitk::fem::Element2DC0LinearQuadrilateralStress
PopulateEdgeIds(void)itk::fem::Element2DC0LinearQuadrilateral [protected, virtual]
Print(std::ostream &os, Indent indent=0) const itk::LightObject
PrintHeader(std::ostream &os, Indent indent) const itk::LightObject [protected, virtual]
PrintSelf(std::ostream &os, Indent indent) const itk::fem::Element2DC0LinearQuadrilateralStress [protected, virtual]
PrintTrailer(std::ostream &os, Indent indent) const itk::LightObject [protected, virtual]
Register() const itk::LightObject [virtual]
Self typedefitk::fem::Element2DC0LinearQuadrilateralStress
SetGlobalNumber(int)itk::fem::FEMLightObject
SetMaterial(Material::ConstPointer mat_)itk::fem::Element2DStress< Element2DC0LinearQuadrilateral > [inline, virtual]
SetMaterial(Material::Pointer mat_)itk::fem::Element2DStress< Element2DC0LinearQuadrilateral > [inline, virtual]
SetMaterialInternal(const Material *mat_)itk::fem::Element2DStress< Element2DC0LinearQuadrilateral > [inline, protected, virtual]
SetNode(unsigned int n, NodeIDType node)itk::fem::ElementStd< 4, 2 > [inline, virtual]
SetNode(unsigned int n, typename Superclass::Node::Pointer node)itk::fem::ElementStd< 4, 2 > [inline, virtual]
SetNodeInternal(unsigned int n, const Node *node)itk::fem::ElementStd< 4, 2 > [inline, protected, virtual]
SetReferenceCount(int)itk::LightObject [virtual]
ShapeFunctionDerivatives(const VectorType &pt, MatrixType &shapeD) const itk::fem::Element2DC0LinearQuadrilateral [virtual]
ShapeFunctionGlobalDerivatives(const VectorType &pt, MatrixType &shapeDgl, const MatrixType *pJ=0, const MatrixType *pshapeD=0) const itk::fem::Element [virtual]
ShapeFunctions(const VectorType &pt) const itk::fem::Element2DC0LinearQuadrilateral [virtual]
Superclass typedefitk::fem::Element2DC0LinearQuadrilateralStress
TemplatedParentClass typedefitk::fem::Element2DC0LinearQuadrilateral
UnRegister() const itk::LightObject [virtual]
VectorType typedefitk::fem::Element2DStress< Element2DC0LinearQuadrilateral >
~FEMLightObject()itk::fem::FEMLightObject [inline, protected, virtual]
~LightObject()itk::LightObject [protected, virtual]
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