4-noded finite element class in 2D space for linear elasticity problem More...

#include <itkFEMElement2DC0LinearQuadrilateralStrain.h>

Inheritance diagram for itk::fem::Element2DC0LinearQuadrilateralStrain:

Collaboration diagram for itk::fem::Element2DC0LinearQuadrilateralStrain:

Public Types
enum	{ DefaultIntegrationOrder = 2 }
enum	{ InvalidDegreeOfFreedomID = 0xffffffff }
enum	{ gaussMaxOrder = 10 }
enum
enum
enum
typedef FEMPArray< Element >	ArrayType
typedef Self	Baseclass
typedef const Self *	ConstPointer
typedef Superclass::DegreeOfFreedomIDType	DegreeOfFreedomIDType
typedef Superclass::Float	Float
typedef Superclass::LoadPointer	LoadPointer
typedef Superclass::LoadType	LoadType
typedef Superclass::MatrixType	MatrixType
typedef Superclass::Node	Node
typedef Superclass::NodeIDType	NodeIDType
typedef Self *	Pointer
typedef Element2DC0LinearQuadrilateralStrain	Self
typedef Element2DStrain < Element2DC0LinearQuadrilateral >	Superclass
typedef Superclass::VectorType	VectorType

Public Member Functions
	Element2DC0LinearQuadrilateralStrain ()
	Element2DC0LinearQuadrilateralStrain (NodeIDType n1_, NodeIDType n2_, NodeIDType n3_, NodeIDType n4_, Material::ConstPointer p_)
virtual int	ClassID () const
virtual Baseclass::Pointer	Clone () const
DegreeOfFreedomIDType	GetDegreeOfFreedom (unsigned int local_dof) const
virtual Float	GetElementDeformationEnergy (MatrixType &LocalSolution) const
virtual VectorType	GetGlobalFromLocalCoordinates (const VectorType &pt) const
virtual void	GetIntegrationPointAndWeight (unsigned int i, VectorType &pt, Float &w, unsigned int order) const
virtual void	GetLandmarkContributionMatrix (float eta, MatrixType &Le) const
virtual void	GetLoadVector (LoadPointer l, VectorType &Fe) const =0
virtual bool	GetLocalFromGlobalCoordinates (const VectorType &globalPt, VectorType &localPt) const
void	GetMassMatrix (MatrixType &Me) const
virtual Material::ConstPointer	GetMaterial (void) const
virtual void	GetMaterialMatrix (MatrixType &D) const
virtual NodeIDType	GetNode (unsigned int n) const
virtual const VectorType &	GetNodeCoordinates (unsigned int n) const
virtual unsigned int	GetNumberOfDegreesOfFreedom (void) const
virtual unsigned int	GetNumberOfDegreesOfFreedomPerNode (void) const
virtual unsigned int	GetNumberOfIntegrationPoints (unsigned int order) const
virtual unsigned int	GetNumberOfNodes (void) const
virtual unsigned int	GetNumberOfSpatialDimensions () const
virtual void	GetStiffnessMatrix (MatrixType &Ke) const
virtual void	GetStrainDisplacementMatrix (MatrixType &B, const MatrixType &shapeDgl) const
virtual VectorType	GetStrainsAtPoint (const VectorType &pt, const Solution &sol, unsigned int index) const
virtual VectorType	GetStressesAtPoint (const VectorType &pt, const VectorType &e, const Solution &sol, unsigned int index) const
	HANDLE_ELEMENT_LOADS ()
virtual VectorType	InterpolateSolution (const VectorType &pt, const Solution &sol, unsigned int solutionIndex=0) const
virtual Float	InterpolateSolutionN (const VectorType &pt, const Solution &sol, unsigned int f, unsigned int solutionIndex=0) const
virtual void	Jacobian (const VectorType &pt, MatrixType &J, const MatrixType *pshapeD=0) const
virtual Float	JacobianDeterminant (const VectorType &pt, const MatrixType *pJ=0) const
virtual void	JacobianInverse (const VectorType &pt, MatrixType &invJ, const MatrixType *pJ=0) const
virtual void	Read (std::istream &, void *info)
virtual void	SetMaterial (Material::ConstPointer mat_)
virtual void	SetNode (unsigned int n, NodeIDType node)
virtual void	ShapeFunctionDerivatives (const VectorType &pt, MatrixType &shapeD) const
virtual void	ShapeFunctionGlobalDerivatives (const VectorType &pt, MatrixType &shapeDgl, const MatrixType pJ=0, const MatrixType pshapeD=0) const
virtual VectorType	ShapeFunctions (const VectorType &pt) const
virtual void	Write (std::ostream &f) const

Static Public Member Functions
static FEMLightObject::Pointer	CreateFromStream (std::istream &f, void *info)
static Self::Pointer	New ()
static void	SkipWhiteSpace (std::istream &f)

Public Attributes
int	GN
MaterialLinearElasticity::ConstPointer	m_mat

Static Public Attributes
static const int	CLID
static const Float	gaussPoint [gaussMaxOrder+1][gaussMaxOrder]
static const Float	gaussWeight [gaussMaxOrder+1][gaussMaxOrder]
static const std::string	whitespaces = " \t\n\r"

Protected Attributes
NodeIDType	m_node [NumberOfNodes]

Detailed Description

4-noded finite element class in 2D space for linear elasticity problem

Definition at line 31 of file itkFEMElement2DC0LinearQuadrilateralStrain.h.

Member Typedef Documentation

typedef FEMPArray<Element> itk::fem::Element::ArrayType

inherited

Array class that holds special pointers to the Element objects

Definition at line 86 of file itkFEMElementBase.h.

typedef Self itk::fem::FEMLightObject::Baseclass

inherited

Store the base class typedef for easy access from derived classes. FEM_CLASS macro also expects this for the FEMOF...

Definition at line 62 of file itkFEMLightObject.h.

typedef const Self* itk::fem::Element2DC0LinearQuadrilateralStrain::ConstPointer

Const pointer or SmartPointer to an object.

Reimplemented from itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral >.

Definition at line 33 of file itkFEMElement2DC0LinearQuadrilateralStrain.h.

typedef Superclass::DegreeOfFreedomIDType itk::fem::ElementStd< VNumberOfNodes, VNumberOfSpatialDimensions, Element >::DegreeOfFreedomIDType

inherited

Reimplemented from itk::fem::Element.

Definition at line 67 of file itkFEMElementStd.h.

typedef Superclass::Float itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral >::Float

inherited

Reimplemented from itk::fem::ElementStd< 4, 2 >.

Definition at line 48 of file itkFEMElement2DStrain.h.

typedef Superclass::LoadPointer itk::fem::ElementStd< VNumberOfNodes, VNumberOfSpatialDimensions, Element >::LoadPointer

inherited

Reimplemented from itk::fem::Element.

Definition at line 65 of file itkFEMElementStd.h.

typedef Superclass::LoadType itk::fem::ElementStd< VNumberOfNodes, VNumberOfSpatialDimensions, Element >::LoadType

inherited

Reimplemented from itk::fem::Element.

Definition at line 64 of file itkFEMElementStd.h.

typedef Superclass::MatrixType itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral >::MatrixType

inherited

Reimplemented from itk::fem::ElementStd< 4, 2 >.

Definition at line 49 of file itkFEMElement2DStrain.h.

typedef Superclass::Node itk::fem::ElementStd< VNumberOfNodes, VNumberOfSpatialDimensions, Element >::Node

inherited

Definition at line 68 of file itkFEMElementStd.h.

typedef Superclass::NodeIDType itk::fem::ElementStd< VNumberOfNodes, VNumberOfSpatialDimensions, Element >::NodeIDType

inherited

Reimplemented from itk::fem::Element.

Definition at line 66 of file itkFEMElementStd.h.

typedef Self* itk::fem::Element2DC0LinearQuadrilateralStrain::Pointer

Pointer or SmartPointer to an object.

Reimplemented from itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral >.

Definition at line 33 of file itkFEMElement2DC0LinearQuadrilateralStrain.h.

typedef Element2DC0LinearQuadrilateralStrain itk::fem::Element2DC0LinearQuadrilateralStrain::Self

Standard Self typedef.

Reimplemented from itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral >.

Definition at line 33 of file itkFEMElement2DC0LinearQuadrilateralStrain.h.

typedef Element2DStrain<Element2DC0LinearQuadrilateral> itk::fem::Element2DC0LinearQuadrilateralStrain::Superclass

Standard Superclass typedef.

Reimplemented from itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral >.

Definition at line 33 of file itkFEMElement2DC0LinearQuadrilateralStrain.h.

typedef Superclass::VectorType itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral >::VectorType

inherited

Reimplemented from itk::fem::ElementStd< 4, 2 >.

Definition at line 50 of file itkFEMElement2DStrain.h.

Member Enumeration Documentation

anonymous enum

inherited

Methods related to numeric integration

Enumerator:

DefaultIntegrationOrder

Definition at line 41 of file itkFEMElement2DC0LinearQuadrilateral.h.

anonymous enum

inherited

Constant that represents an invalid DegreeOfFreedomID object. If a degree of freedom is assigned this value, this means that that no specific value was (yet) assigned to this DOF.

Enumerator:

InvalidDegreeOfFreedomID

Definition at line 122 of file itkFEMElementBase.h.

anonymous enum

inherited

Maximum supported order of 1D Gauss-Legendre integration. Integration points are defined for orders from 1 to gaussMaxOrder. Number of integration points is equal to the order of integration rule.

See also:: gaussPoint

Enumerator:

gaussMaxOrder

Definition at line 465 of file itkFEMElementBase.h.

anonymous enum

inherited

Definition at line 69 of file itkFEMElementStd.h.

anonymous enum

inherited

Number of nodes that define the element.

Definition at line 74 of file itkFEMElementStd.h.

anonymous enum

inherited

Number of dimensions of space in which element can exist.

Definition at line 79 of file itkFEMElementStd.h.

Constructor & Destructor Documentation

itk::fem::Element2DC0LinearQuadrilateralStrain::Element2DC0LinearQuadrilateralStrain ( )

Default constructor only clears the internal storage

Definition at line 29 of file itkFEMElement2DC0LinearQuadrilateralStrain.cxx.

itk::fem::Element2DC0LinearQuadrilateralStrain::Element2DC0LinearQuadrilateralStrain	(	NodeIDType	n1_,
		NodeIDType	n2_,
		NodeIDType	n3_,
		NodeIDType	n4_,
		Material::ConstPointer	p_
	)

Construct an element by specifying pointers to 4 points and a material.

Definition at line 34 of file itkFEMElement2DC0LinearQuadrilateralStrain.cxx.

Member Function Documentation

virtual int itk::fem::Element2DC0LinearQuadrilateralStrain::ClassID ( ) const

inlinevirtual

Virtual function to access the class ID

Implements itk::fem::FEMLightObject.

Definition at line 33 of file itkFEMElement2DC0LinearQuadrilateralStrain.h.

virtual Baseclass::Pointer itk::fem::Element2DC0LinearQuadrilateralStrain::Clone ( ) const

virtual

Create a new object from the existing one

Implements itk::fem::FEMLightObject.

FEMLightObject::Pointer itk::fem::FEMLightObject::CreateFromStream	(	std::istream &	f,
		void *	info
	)

staticinherited

Read object of any derived type from stream.

This static function creates an object of a class, which is derived from FEMLightObject. The class of object is first determined from the stream, then the object of that class is constructed using the FEMObjectFactory. Finally the data for this object is read from the stream, by calling the Read() member function.

Read and create object of any derived class from stream

 Catch possible exceptions while 
 reading object's data from stream

 Return a pointer to a newly created object if all was OK
 Technically everithing should be fine here (a!=0), but we
 check again, just in case.

 Something went wrong.
 Reset the stream position to where it was before reading the object.

Definition at line 77 of file itkFEMLightObject.cxx.

References itk::fem::FEMObjectFactory< FEMLightObject >::ClassName2ID(), itk::fem::FEMObjectFactory< FEMLightObject >::Create(), itk::fem::FEMLightObject::Read(), itk::fem::FEMLightObject::SkipWhiteSpace(), and itk::fem::FEMLightObject::whitespaces.

Referenced by itk::fem::Solver::Read().

DegreeOfFreedomIDType itk::fem::Element::GetDegreeOfFreedom ( unsigned int local_dof ) const

inlineinherited

Convenient way to access IDs of degrees of freedom that are stored in node objects.

Parameters:

local_dof Local number of degree of freedom within an element.

Definition at line 382 of file itkFEMElementBase.h.

References itk::fem::Element::Node::GetDegreeOfFreedom(), itk::fem::Element::GetNode(), itk::fem::Element::GetNumberOfDegreesOfFreedom(), itk::fem::Element::GetNumberOfDegreesOfFreedomPerNode(), and itk::fem::Element::InvalidDegreeOfFreedomID.

Referenced by itk::fem::SolverHyperbolic::AssembleElementMatrix(), itk::fem::Solver::AssembleElementMatrix(), itk::fem::Solver::AssembleF(), itk::fem::SolverCrankNicolson::AssembleKandM(), itk::fem::Solver::AssembleLandmarkContribution(), itk::fem::Element::InterpolateSolution(), and itk::fem::Element::InterpolateSolutionN().

Element::Float itk::fem::Element::GetElementDeformationEnergy ( MatrixType & LocalSolution ) const

virtualinherited

Compute the physical energy, U, of the deformation (e.g. stress / strain ).

U = u Ke u

The matrix LocalSolution contains the solution to use in the energy computation. Usually, this is the solution at the nodes.

Definition at line 268 of file itkFEMElementBase.cxx.

References itk::fem::Element::GetStiffnessMatrix().

Element::VectorType itk::fem::Element::GetGlobalFromLocalCoordinates ( const VectorType & pt ) const

virtualinherited

Transforms the given local element coordinates into global.

Parameters:

pt	Point in local element coordinates.

Definition at line 488 of file itkFEMElementBase.cxx.

References itk::fem::Element::GetNodeCoordinates(), itk::fem::Element::GetNumberOfNodes(), itk::fem::Element::GetNumberOfSpatialDimensions(), and itk::fem::Element::ShapeFunctions().

Referenced by itk::fem::LoadImplementationGenericBodyLoad::Implementation().

void itk::fem::Element2DC0LinearQuadrilateral::GetIntegrationPointAndWeight	(	unsigned int	i,
		VectorType &	pt,
		Float &	w,
		unsigned int	order
	)		const

virtualinherited

Methods related to numeric integration Computes the vector representing the i-th integration point in local element coordinates for a Gauss-Legendre numerical integration over the element domain. It also computes the weight at this integration point.

Optionally you can also specify the order of integration. If order is not specified, it defaults to 0, which means that the derived element should use the optimal integration order specific for that element.

Note:: This function must be implemented in derived element classes, and is expected to provide valid integration points for up to gaussMaxOrder-th order of integration.

Parameters:

i	Integration point number 0<=i<GetNumberOfIntegrationPoints()
pt	Reference to object of class VectorType that will hold the integration point.
w	Reference to Float variable that will hold the weight.
order	Order of integration.

See also:: GetNumberOfIntegrationPoints()

Implements itk::fem::Element.

Definition at line 31 of file itkFEMElement2DC0LinearQuadrilateral.cxx.

void itk::fem::Element::GetLandmarkContributionMatrix	(	float	eta,
		MatrixType &	Le
	)		const

virtualinherited

Compute and return landmark contribution to element stiffness matrix (Le) in global coordinate system.

b             T

int (1/eta)^2 N(x) N(x) dx a

where (eta ) is the landmark weight. Implementation is similar to GetMassMatrix.

Definition at line 229 of file itkFEMElementBase.cxx.

References itk::fem::Element::GetIntegrationPointAndWeight(), itk::fem::Element::GetNumberOfDegreesOfFreedom(), itk::fem::Element::GetNumberOfDegreesOfFreedomPerNode(), itk::fem::Element::GetNumberOfIntegrationPoints(), itk::fem::Element::GetNumberOfNodes(), and itk::fem::Element::ShapeFunctions().

Referenced by itk::fem::SolverCrankNicolson::AssembleKandM(), and itk::fem::Solver::AssembleLandmarkContribution().

virtual void itk::fem::Element::GetLoadVector	(	LoadPointer	l,
		VectorType &	Fe
	)		const

pure virtualinherited

Compute and return the element load vector for a given external load. The class of load object determines the type of load acting on the elemnent. Basically this is the contribution of this element on the right side of the master matrix equation, due to the specified load. Returned vector includes only nodal forces that correspond to the given Load object.

Visitor design pattern is used in the loads implementation. This function only selects and calls the proper function based on the given class of load object. The code that performs the actual conversion to the corresponding nodal loads is defined elswhere.

Note:: Each derived class must implement its own version of this function. This is automated by calling the LOAD_FUNCTION() macro within the class declaration (in the public: block).

For example on how to define specific element load, see funtion LoadImplementationPoint_Bar2D.

Note:: : Before a load can be applied to an element, the function that implements a load must be registered with the VisitorDispactcher class.

Parameters:

l	Pointer to a load object.
Fe	Reference to vector object that will store nodal forces.

See also:: VisitorDispatcher

Referenced by itk::fem::Solver::AssembleF().

bool itk::fem::Element2DC0LinearQuadrilateral::GetLocalFromGlobalCoordinates	(	const VectorType &	globalPt,
		VectorType &	localPt
	)		const

virtualinherited

Transforms the given global element coordinates into local. Returns false if the point is outside.

Parameters:

globalPt	Reference to vector containing a point in global (world) coordinates.
localPt	Reference to the vector that will store the local coordinate.

Implements itk::fem::Element.

Definition at line 123 of file itkFEMElement2DC0LinearQuadrilateral.cxx.

void itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral >::GetMassMatrix ( MatrixType & Me ) const

virtualinherited

Compute the mass matrix specific for 2D strain problems.

Reimplemented from itk::fem::Element.

virtual Material::ConstPointer itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral >::GetMaterial ( void ) const

inlinevirtualinherited

Reimplemented from itk::fem::Element.

Definition at line 100 of file itkFEMElement2DStrain.h.

virtual void itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral >::GetMaterialMatrix ( MatrixType & D ) const

virtualinherited

Compute the D matrix.

Implements itk::fem::Element.

virtual NodeIDType itk::fem::ElementStd< VNumberOfNodes, VNumberOfSpatialDimensions, Element >::GetNode ( unsigned int n ) const

inlinevirtualinherited

Implements itk::fem::Element.

Definition at line 93 of file itkFEMElementStd.h.

References itk::fem::ElementStd< VNumberOfNodes, VNumberOfSpatialDimensions, TBaseClass >::m_node, and itk::fem::ElementStd< VNumberOfNodes, VNumberOfSpatialDimensions, TBaseClass >::NumberOfNodes.

virtual const VectorType& itk::fem::ElementStd< VNumberOfNodes, VNumberOfSpatialDimensions, Element >::GetNodeCoordinates ( unsigned int n ) const

inlinevirtualinherited

Implements itk::fem::Element.

Definition at line 111 of file itkFEMElementStd.h.

References itk::fem::ElementStd< VNumberOfNodes, VNumberOfSpatialDimensions, TBaseClass >::m_node.

virtual unsigned int itk::fem::Element::GetNumberOfDegreesOfFreedom ( void ) const

inlinevirtualinherited

Return the total number of degrees of freedom defined in a derived element class. By default this is equal to number of points in a cell multiplied by number of degrees of freedom at each point.

Definition at line 642 of file itkFEMElementBase.h.

References itk::fem::Element::GetNumberOfDegreesOfFreedomPerNode(), and itk::fem::Element::GetNumberOfNodes().

Referenced by itk::fem::SolverHyperbolic::AssembleElementMatrix(), itk::fem::Solver::AssembleElementMatrix(), itk::fem::Solver::AssembleF(), itk::fem::SolverCrankNicolson::AssembleKandM(), itk::fem::Solver::AssembleLandmarkContribution(), itk::fem::Element::GetDegreeOfFreedom(), itk::fem::Element::GetLandmarkContributionMatrix(), itk::fem::Element::GetMassMatrix(), itk::fem::LoadImplementationGenericLandmarkLoad::Implementation(), itk::fem::ImageMetricLoadImplementation< TLoadClass >::Implementation(), and itk::fem::LoadImplementationGenericBodyLoad::Implementation().

virtual unsigned int itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral >::GetNumberOfDegreesOfFreedomPerNode ( void ) const

inlinevirtualinherited

2D strain elements have 2 DOFs per node.

Implements itk::fem::Element.

Definition at line 91 of file itkFEMElement2DStrain.h.

unsigned int itk::fem::Element2DC0LinearQuadrilateral::GetNumberOfIntegrationPoints ( unsigned int order ) const

virtualinherited

Returns total number of integration points, for given order of Gauss-Legendre numerical integration rule.

Note:: This function must be implemented in derived element classes, and is expected to provide valid number of integration points for up to gaussMaxOrder-th order of integration.

See also:: GetIntegrationPointAndWeight()

Implements itk::fem::Element.

Definition at line 49 of file itkFEMElement2DC0LinearQuadrilateral.cxx.

virtual unsigned int itk::fem::ElementStd< VNumberOfNodes, VNumberOfSpatialDimensions, Element >::GetNumberOfNodes ( void ) const

inlinevirtualinherited

Methods that define the geometry of an element

Implements itk::fem::Element.

Definition at line 90 of file itkFEMElementStd.h.

References itk::fem::ElementStd< VNumberOfNodes, VNumberOfSpatialDimensions, TBaseClass >::NumberOfNodes.

virtual unsigned int itk::fem::ElementStd< VNumberOfNodes, VNumberOfSpatialDimensions, Element >::GetNumberOfSpatialDimensions ( ) const

inlinevirtualinherited

Implements itk::fem::Element.

Definition at line 116 of file itkFEMElementStd.h.

References itk::fem::ElementStd< VNumberOfNodes, VNumberOfSpatialDimensions, TBaseClass >::NumberOfSpatialDimensions.

void itk::fem::Element::GetStiffnessMatrix ( MatrixType & Ke ) const

virtualinherited

Compute and return element stiffnes matrix (Ke) in global coordinate system. The base class provides a general implementation which only computes

b   T

int B(x) D B(x) dx a

using the Gaussian numeric integration method. The function calls GetIntegrationPointAndWeight() / GetNumberOfIntegrationPoints() to obtain the integration points. It also calls the GetStrainDisplacementMatrix() and GetMaterialMatrix() member functions.

Parameters:

Ke	Reference to the resulting stiffnes matrix.

Note:: This is a very generic implementation of the stiffness matrix that is suitable for any problem/element definition. A specifc element may override this implementation with its own simple one.

Physics of a problem.

Reimplemented in itk::fem::Element1DStress< Element2DC0LinearLine >, and itk::fem::Element2DC1Beam.

Definition at line 155 of file itkFEMElementBase.cxx.

References itk::fem::Element::GetIntegrationPointAndWeight(), itk::fem::Element::GetMaterialMatrix(), itk::fem::Element::GetNumberOfIntegrationPoints(), itk::fem::Element::GetStrainDisplacementMatrix(), itk::fem::Element::Jacobian(), itk::fem::Element::JacobianDeterminant(), itk::fem::Element::ShapeFunctionDerivatives(), and itk::fem::Element::ShapeFunctionGlobalDerivatives().

Referenced by itk::fem::SolverHyperbolic::AssembleElementMatrix(), itk::fem::Solver::AssembleElementMatrix(), and itk::fem::Element::GetElementDeformationEnergy().

virtual void itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral >::GetStrainDisplacementMatrix	(	MatrixType &	B,
		const MatrixType &	shapeDgl
	)		const

virtualinherited

Methods related to the physics of the problem. Compute the B matrix.

Methods related to the physics of the problem.

Implements itk::fem::Element.

Element::VectorType itk::fem::Element::GetStrainsAtPoint	(	const VectorType &	pt,
		const Solution &	sol,
		unsigned int	index
	)		const

virtualinherited

Definition at line 194 of file itkFEMElementBase.cxx.

References itk::fem::Element::GetStrainDisplacementMatrix(), itk::fem::Element::InterpolateSolution(), itk::fem::Element::Jacobian(), itk::fem::Element::ShapeFunctionDerivatives(), and itk::fem::Element::ShapeFunctionGlobalDerivatives().

Element::VectorType itk::fem::Element::GetStressesAtPoint	(	const VectorType &	pt,
		const VectorType &	e,
		const Solution &	sol,
		unsigned int	index
	)		const

virtualinherited

Definition at line 213 of file itkFEMElementBase.cxx.

References itk::fem::Element::GetMaterialMatrix().

itk::fem::Element2DC0LinearQuadrilateralStrain::HANDLE_ELEMENT_LOADS ( )

Element::VectorType itk::fem::Element::InterpolateSolution	(	const VectorType &	pt,
		const Solution &	sol,
		unsigned int	solutionIndex = `0`
	)		const

virtualinherited

Return interpolated value of all unknown functions at given local point.

Parameters:

pt	Point in local element coordinates.
sol	Reference to the master solution object. This object is created by the Solver object when the whole FEM problem is solved and contains the values of unknown functions at nodes (degrees of freedom).
solutionIndex	We allow more than one solution vector to be stored - this selects which to use in interpolation.

Definition at line 327 of file itkFEMElementBase.cxx.

References itk::fem::Element::GetDegreeOfFreedom(), itk::fem::Element::GetNode(), itk::fem::Element::GetNumberOfDegreesOfFreedomPerNode(), itk::fem::Element::GetNumberOfNodes(), itk::fem::Solution::GetSolutionValue(), and itk::fem::Element::ShapeFunctions().

Referenced by itk::fem::Element::GetStrainsAtPoint(), and itk::fem::LoadImplementationGenericLandmarkLoad::Implementation().

Element::Float itk::fem::Element::InterpolateSolutionN	(	const VectorType &	pt,
		const Solution &	sol,
		unsigned int	f,
		unsigned int	solutionIndex = `0`
	)		const

virtualinherited

Return interpolated value of f-th unknown function at given local point.

Parameters:

pt	Point in local element coordinates.
sol	Reference to the master solution object. This object is created by the Solver object when the whole FEM problem is solved and contains the values of unknown functions at nodes (degrees of freedom).
f	Number of unknown function to interpolate. Must be 0 <= f < GetNumberOfDegreesOfFreedomPerNode().
solutionIndex	We allow more than one solution vector to be stored - this selects which to use in interpolation.

Definition at line 355 of file itkFEMElementBase.cxx.

References itk::fem::Element::GetDegreeOfFreedom(), itk::fem::Element::GetNode(), itk::fem::Element::GetNumberOfNodes(), itk::fem::Solution::GetSolutionValue(), and itk::fem::Element::ShapeFunctions().

void itk::fem::Element::Jacobian	(	const VectorType &	pt,
		MatrixType &	J,
		const MatrixType *	pshapeD = `0`
	)		const

virtualinherited

Compute the Jacobian matrix of the transformation from local to global coordinates at a given local point.

A column in this matrix corresponds to a global coordinate, while a row corresponds to different local coordinates. E.g. element at row 2, col 3 contains derivative of the third global coordinate with respect to local coordinate number 2.

In order to compute the Jacobian, we normally need the shape function derivatives. If they are known, you should pass a pointer to an object of MatrixType that contains the shape function derivatives. If they are not known, pass null pointer and they will be computed automatically.

Parameters:

pt	Point in local coordinates
J	referece to matrix object, which will contain the jacobian
pshapeD	A pointer to derivatives of shape functions at point pt. If this pointer is 0, derivatives will be computed as necessary.

Geometry of a problem.

Reimplemented in itk::fem::Element2DC0LinearLine.

Definition at line 376 of file itkFEMElementBase.cxx.

References itk::fem::Element::GetNodeCoordinates(), itk::fem::Element::GetNumberOfSpatialDimensions(), and itk::fem::Element::ShapeFunctionDerivatives().

Referenced by itk::fem::Element::GetMassMatrix(), itk::fem::Element::GetStiffnessMatrix(), itk::fem::Element::GetStrainsAtPoint(), itk::fem::Element::JacobianDeterminant(), itk::fem::Element::JacobianInverse(), and itk::fem::Element::ShapeFunctionGlobalDerivatives().

Element::Float itk::fem::Element::JacobianDeterminant	(	const VectorType &	pt,
		const MatrixType *	pJ = `0`
	)		const

virtualinherited

Compute the determinant of the Jacobian matrix at a given point with respect to the local coordinate system.

Parameters:

pt	Point in local element coordinates.
pJ	Optional pointer to Jacobian matrix computed at point pt. If this is set to 0, the Jacobian will be computed as necessary.

Reimplemented in itk::fem::Element2DC1Beam, itk::fem::Element2DC0QuadraticTriangular, and itk::fem::Element2DC0LinearTriangular.

Definition at line 409 of file itkFEMElementBase.cxx.

References itk::fem::Element::Jacobian().

Referenced by itk::fem::Element::GetMassMatrix(), itk::fem::Element::GetStiffnessMatrix(), itk::fem::ImageMetricLoadImplementation< TLoadClass >::Implementation(), and itk::fem::LoadImplementationGenericBodyLoad::Implementation().

void itk::fem::Element::JacobianInverse	(	const VectorType &	pt,
		MatrixType &	invJ,
		const MatrixType *	pJ = `0`
	)		const

virtualinherited

Compute the inverse of the Jacobian matrix at a given point with respect to the local coordinate system.

Parameters:

pt	Point in local element coordinates.
invJ	Reference to the object of MatrixType that will store the computed inverse if Jacobian.
pJ	Optional pointer to Jacobian matrix computed at point pt. If this is set to 0, the Jacobian will be computed as necessary.

Reimplemented in itk::fem::Element2DC0QuadraticTriangular, and itk::fem::Element2DC0LinearTriangular.

Definition at line 432 of file itkFEMElementBase.cxx.

References itk::fem::Element::Jacobian().

Referenced by itk::fem::Element::ShapeFunctionGlobalDerivatives().

static Self::Pointer itk::fem::Element2DC0LinearQuadrilateralStrain::New ( void )

inlinestatic

Object creation in an itk compatible way

Definition at line 33 of file itkFEMElement2DC0LinearQuadrilateralStrain.h.

virtual void itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral >::Read	(	std::istream &	,
		void *	info
	)

virtualinherited

Read data for this class from input stream

Reimplemented from itk::fem::ElementStd< 4, 2 >.

virtual void itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral >::SetMaterial ( Material::ConstPointer )

inlinevirtualinherited

Reimplemented from itk::fem::Element.

Definition at line 101 of file itkFEMElement2DStrain.h.

virtual void itk::fem::ElementStd< VNumberOfNodes, VNumberOfSpatialDimensions, Element >::SetNode	(	unsigned int	n,
		NodeIDType	node
	)

inlinevirtualinherited

Implements itk::fem::Element.

Definition at line 102 of file itkFEMElementStd.h.

References itk::fem::ElementStd< VNumberOfNodes, VNumberOfSpatialDimensions, TBaseClass >::m_node, and itk::fem::ElementStd< VNumberOfNodes, VNumberOfSpatialDimensions, TBaseClass >::NumberOfNodes.

void itk::fem::Element2DC0LinearQuadrilateral::ShapeFunctionDerivatives	(	const VectorType &	pt,
		MatrixType &	shapeD
	)		const

virtualinherited

Compute the matrix of values of the shape functions derivatives with respect to local coordinates of this element at a given point.

A column in this matrix corresponds to a specific shape function, while a row corresponds to different local coordinates. E.g. element at row 2, col 3 contains derivative of shape function number 3 with respect to local coordinate number 2.

Parameters:

pt	Point in local element coordinates.
shapeD	Reference to a matrix object, which will be filled with values of shape function derivatives.

See also:: ShapeFunctionGlobalDerivatives

functions at directions r and s.

Derivative w.r.t r for shape function 1 (node 1)

Derivative w.r.t s for shape function 1 (node 1)

Derivative w.r.t r for shape function 2 (node 2)

Derivative w.r.t s for shape function 2 (node 2)

Derivative w.r.t r for shape function 3 (node 3)

Derivative w.r.t s for shape function 3 (node 3)

Derivative w.r.t r for shape function 4 (node 4)

Derivative w.r.t s for shape function 4 (node 4)

Implements itk::fem::Element.

Definition at line 90 of file itkFEMElement2DC0LinearQuadrilateral.cxx.

void itk::fem::Element::ShapeFunctionGlobalDerivatives	(	const VectorType &	pt,
		MatrixType &	shapeDgl,
		const MatrixType *	pJ = `0`,
		const MatrixType *	pshapeD = `0`
	)		const

virtualinherited

Compute matrix of shape function derivatives with respect to global coordinates.

A column in this matrix corresponds to a specific shape function, while a row corresponds to different global coordinates.

Parameters:

pt	Point in local element coordinates.
shapeDgl	Reference to a matrix object, which will be filled with values of shape function derivatives w.r.t. global (world) element coordinates.
pJ	Optional pointer to Jacobian matrix computed at point pt. If this is set to 0, the Jacobian will be computed as necessary.
pshapeD	A pointer to derivatives of shape functions at point pt. If this pointer is 0, derivatives will be computed as necessary.

See also:: ShapeFunctionDerivatives

Definition at line 453 of file itkFEMElementBase.cxx.

References itk::fem::Element::Jacobian(), itk::fem::Element::JacobianInverse(), and itk::fem::Element::ShapeFunctionDerivatives().

Referenced by itk::fem::Element::GetStiffnessMatrix(), and itk::fem::Element::GetStrainsAtPoint().

Element2DC0LinearQuadrilateral::VectorType itk::fem::Element2DC0LinearQuadrilateral::ShapeFunctions ( const VectorType & pt ) const

virtualinherited

Methods related to the geometry of an element

Linear quadrilateral element has local coordinates (-1,-1), (1,-1), (1,1), and (-1,1)

Implements itk::fem::Element.

Definition at line 61 of file itkFEMElement2DC0LinearQuadrilateral.cxx.

void itk::fem::FEMLightObject::SkipWhiteSpace ( std::istream & f )

staticinherited

Helper function that skips all the whitespace and comments in an input stream.

Definition at line 189 of file itkFEMLightObject.cxx.

Referenced by itk::fem::FEMLightObject::CreateFromStream(), itk::fem::MaterialLinearElasticity::Read(), itk::fem::LoadEdge::Read(), itk::fem::LoadNode::Read(), itk::fem::LoadElement::Read(), itk::fem::LoadBC::Read(), itk::fem::LoadGravConst::Read(), itk::fem::FEMLightObject::Read(), itk::fem::LoadBCMFC::Read(), itk::fem::LoadLandmark::Read(), itk::fem::Element::Node::Read(), and itk::fem::FEMRegistrationFilter< TMovingImage, TFixedImage >::ReadConfigFile().

virtual void itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral >::Write ( std::ostream & f ) const

virtualinherited

Write this class to output stream

Reimplemented from itk::fem::ElementStd< 4, 2 >.

Member Data Documentation

const int itk::fem::Element2DC0LinearQuadrilateralStrain::CLID

static

Class ID for FEM object factory

Definition at line 33 of file itkFEMElement2DC0LinearQuadrilateralStrain.h.

const Element::Float itk::fem::Element::gaussPoint

staticinherited

Initial value:

{
  { 0.0 },
  { 0.000000000000000 },
  { 0.577350269189626,-0.577350269189626 },
  { 0.774596669241483, 0.000000000000000,-0.774596669241483 },
  { 0.861136311594053, 0.339981043584856,-0.339981043584856,-0.861136311594053 },
  { 0.906179845938664, 0.538469310105683, 0.000000000000000,-0.538469310105683,-0.906179845938664},
  { 0.932469514203152, 0.661209386466264, 0.238619186083197,-0.238619186083197,-0.661209386466264,-0.932469514203152 },
  { 0.949107912342759, 0.741531185599394, 0.405845151377397, 0.000000000000000,-0.405845151377397,-0.741531185599394,-0.949107912342759 },
  { 0.960289856497536, 0.796666477413627, 0.525532409916329, 0.183434642495650,-0.183434642495650,-0.525532409916329,-0.796666477413627,-0.960289856497536 },
  { 0.968160239507626, 0.836031107326636, 0.613371432700590, 0.324253423403809, 0.000000000000000,-0.324253423403809,-0.613371432700590,-0.836031107326636,-0.968160239507626 },
  { 0.973906528517172, 0.865063366688985, 0.679409568299024, 0.433395394129247, 0.148874338981631,-0.148874338981631,-0.433395394129247,-0.679409568299024,-0.865063366688985,-0.973906528517172 }
}

Points for 1D Gauss-Legendre integration from -1 to 1. First index is order of integration, second index is the number of integration point.

Example: gaussPoint[4][2] returns third point of the 4th order integration rule. Subarray gaussPoint[0][...] does not provide useful information. It is there only to keep order index correct.

See also:: gaussWeight

Definition at line 478 of file itkFEMElementBase.h.

const Element::Float itk::fem::Element::gaussWeight

staticinherited

Initial value:

{
  { 0.0 },
  { 2.000000000000000 },
  { 1.000000000000000, 1.000000000000000 },
  { 0.555555555555555, 0.888888888888889, 0.555555555555555 },
  { 0.347854845137454, 0.652145154862546, 0.652145154862546, 0.347854845137454 },
  { 0.236926885056189, 0.478628670499366, 0.568888888888889, 0.478628670499366, 0.236926885056189 },
  { 0.171324492379170, 0.360761573048139, 0.467913934572691, 0.467913934572691, 0.360761573048139, 0.171324492379170 },
  { 0.129484966168869, 0.279705391489277, 0.381830050505119, 0.417959183673469, 0.381830050505119, 0.279705391489277, 0.129484966168869 },
  { 0.101228536290376, 0.222381034453374, 0.313706645877887, 0.362683783378362, 0.362683783378362, 0.313706645877887, 0.222381034453374, 0.101228536290376 },
  { 0.081274388361575, 0.180648160694858, 0.260610696402935, 0.312347077040003, 0.330239355001260, 0.312347077040003, 0.260610696402935, 0.180648160694858, 0.081274388361575 },
  { 0.066671344308688, 0.149451349150581, 0.219086362515982, 0.269266719309996, 0.295524224714753, 0.295524224714753, 0.269266719309996, 0.219086362515982, 0.149451349150581, 0.066671344308688 }
}

Weights for Gauss-Legendre integration.

See also:: gaussPoint

Definition at line 485 of file itkFEMElementBase.h.

int itk::fem::FEMLightObject::GN

inherited

Global number of an object (ID of an object) In general the ID's are required to be unique only within a specific type of derived classes (Elements, Nodes, ...) If the GN is not required, it can be ignored. (normally you need the GN when writing or reading objects to/from stream.

Definition at line 163 of file itkFEMLightObject.h.

Referenced by itk::fem::FEMLightObject::FEMLightObject(), itk::fem::Generate2DRectilinearMesh(), itk::fem::Generate3DRectilinearMesh(), itk::fem::FEMLightObject::Read(), itk::fem::LoadNode::Write(), itk::fem::LoadBC::Write(), and itk::fem::FEMLightObject::Write().

MaterialLinearElasticity::ConstPointer itk::fem::Element2DStrain< Element2DC0LinearQuadrilateral >::m_mat

inherited

Pointer to material properties of the element

Definition at line 99 of file itkFEMElement2DStrain.h.

NodeIDType itk::fem::ElementStd< VNumberOfNodes, VNumberOfSpatialDimensions, Element >::m_node[NumberOfNodes]

protectedinherited

Array of pointers to point objects that define the element

Definition at line 141 of file itkFEMElementStd.h.

const std::string itk::fem::FEMLightObject::whitespaces = " \t\n\r"

staticinherited

Const string of all whitespace characters. This string is used by SkipWhiteSpace function.

Definition at line 133 of file itkFEMLightObject.h.

Referenced by itk::fem::FEMLightObject::CreateFromStream(), and itk::fem::MaterialLinearElasticity::Read().

The documentation for this class was generated from the following files:

Public Types

Public Member Functions

Static Public Member Functions

Public Attributes

Static Public Attributes

Protected Attributes

Detailed Description

Member Typedef Documentation

Member Enumeration Documentation

Constructor & Destructor Documentation

Member Function Documentation

Member Data Documentation