This namespace includes several utilities necessaries for the computation of the explicit contribution of the mortar conditions. More...

#include <mortar_explicit_contribution_utilities.h>

Collaboration diagram for Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >:

Static Public Member Functions
Operations
static MortarConditionMatrices	AddExplicitContributionOfMortarCondition (PairedCondition *pCondition, const ProcessInfo &rCurrentProcessInfo, const IndexType IntegrationOrder=2, const bool AxisymmetricCase=false, const bool ComputeNodalArea=false, const bool ComputeDualLM=true, const Variable< double > &rAreaVariable=NODAL_AREA)
	This method computes the explicit contributions of the mortar contact conditions. More...

static MortarConditionMatrices	AddExplicitContributionOfMortarFrictionalCondition (PairedCondition *pCondition, const ProcessInfo &rCurrentProcessInfo, const MortarOperator< TNumNodes, TNumNodesMaster > &rPreviousMortarOperators, const IndexType IntegrationOrder=2, const bool AxisymmetricCase=false, const bool ComputeNodalArea=false, const bool ComputeDualLM=true, const Variable< double > &rAreaVariable=NODAL_AREA, const bool ConsiderObjetiveFormulation=false)
	This method computes the explicit contributions of the mortar contact conditions. More...

static bool	ExplicitCalculateAe (const GeometryType &rSlaveGeometry, GeneralVariables &rVariables, const ConditionArrayListType &rConditionsPointsSlave, BoundedMatrix< double, TNumNodes, TNumNodes > &rAe, const IntegrationMethod &rIntegrationMethod, const double AxiSymCoeff=1.0)
	Calculate the operator Ae for the dual LM, without taking into account derivatives. More...

static void	ExplicitCalculateKinematics (const PairedCondition *pCondition, GeneralVariables &rVariables, const BoundedMatrix< double, TNumNodes, TNumNodes > &rAe, const array_1d< double, 3 > &rNormalMaster, const PointType &rLocalPointDecomp, const PointType &rLocalPointParent, const GeometryPointType &rGeometryDecomp, const bool DualLM=true)
	Calculate condition kinematics (shape functions, jacobians, ...), without taking into account derivatives. More...

static void	ComputeNodalArea (PairedCondition *pCondition, const ProcessInfo &rCurrentProcessInfo, const Variable< double > &rAreaVariable=NODAL_AREA, const IndexType IntegrationOrder=2, const bool AxisymmetricCase=false)
	This method computes the nodal area. More...

static bool	ComputePreviousMortarOperators (PairedCondition *pCondition, const ProcessInfo &rCurrentProcessInfo, MortarOperator< TNumNodes, TNumNodesMaster > &rPreviousMortarOperators, const IndexType IntegrationOrder=2, const bool AxisymmetricCase=false, const bool ComputeNodalArea=false, const bool ComputeDualLM=true, const Variable< double > &rAreaVariable=NODAL_AREA)
	This method computes the previous mortar operators. More...

static void	CalculateKinematics (const PairedCondition *pCondition, GeneralVariables &rVariables, const DerivativeDataType &rDerivativeData, const array_1d< double, 3 > &rNormalMaster, const PointType &rLocalPointDecomp, const PointType &rLocalPointParent, const GeometryPointType &rGeometryDecomp, const bool DualLM=true)
	Calculate condition kinematics (shape functions, jacobians, ...) More...

static void	MasterShapeFunctionValue (const PairedCondition *pCondition, GeneralVariables &rVariables, const array_1d< double, 3 > &rNormalMaster, const PointType &rLocalPoint)
	Calculates the values of the shape functions for the master element. More...

Type Definitions
using	SizeType = std::size_t
	The size type definition. More...

using	IndexType = std::size_t
	The index type definition. More...

using	PointType = Point
	Point definition. More...

using	GeometryType = Geometry< Node >
	Geometry type definition. More...

using	IntegrationPointsType = GeometryType::IntegrationPointsArrayType

using	BelongType = typename std::conditional< TNumNodes==2, PointBelongsLine2D2N, typename std::conditional< TNumNodes==3, typename std::conditional< TNumNodesMaster==3, PointBelongsTriangle3D3N, PointBelongsTriangle3D3NQuadrilateral3D4N >::type, typename std::conditional< TNumNodesMaster==3, PointBelongsQuadrilateral3D4NTriangle3D3N, PointBelongsQuadrilateral3D4N >::type >::type >::type
	The type of points belongs to be considered. More...

using	PointBelongType = PointBelong< TNumNodes, TNumNodesMaster >
	The definition of the point with belonging. More...

using	GeometryPointBelongType = Geometry< PointBelongType >
	Type definition for the geometry of the point belong. More...

using	ConditionArrayType = array_1d< PointBelongType, TDim >
	Array type for the conditions. More...

using	ConditionArrayListType = typename std::vector< ConditionArrayType >
	Type definition for the array list of conditions. More...

using	LineType = Line2D2< PointType >
	Type definition for the line. More...

using	TriangleType = Triangle3D3< PointType >
	Type definition for the triangle. More...

using	DecompositionType = typename std::conditional< TDim==2, LineType, TriangleType >::type
	Type definition for the decomposition based on dimension. More...

using	DerivativeDataType = typename std::conditional< TFrictional==FrictionalCase::FRICTIONAL\|\|TFrictional==FrictionalCase::FRICTIONAL_PENALTY, DerivativeDataFrictional< TDim, TNumNodes, TNumNodesMaster >, DerivativeData< TDim, TNumNodes, TNumNodesMaster > >::type
	Type definition for the derivative data based on frictional case. More...

using	GeneralVariables = MortarKinematicVariablesWithDerivatives< TDim, TNumNodes, TNumNodesMaster >
	Type definition for the general variables. More...

using	AeData = DualLagrangeMultiplierOperatorsWithDerivatives< TDim, TNumNodes, IsFrictional, TNumNodesMaster >
	Type definition for the Ae data. More...

using	MortarConditionMatrices = MortarOperatorWithDerivatives< TDim, TNumNodes, IsFrictional, TNumNodesMaster >
	Type definition for the mortar condition matrices. More...

using	IntegrationUtility = ExactMortarIntegrationUtility< TDim, TNumNodes, true, TNumNodesMaster >
	Type definition for the integration utility. More...

using	DerivativesUtilitiesType = DerivativesUtilities< TDim, TNumNodes, IsFrictional, TNormalVariation, TNumNodesMaster >
	Type definition for the derivatives utilities. More...

static constexpr IndexType	MatrixSize = (TFrictional == FrictionalCase::FRICTIONLESS) ? TDim * (TNumNodesMaster + TNumNodes) + TNumNodes : (TFrictional == FrictionalCase::FRICTIONLESS_COMPONENTS \|\| TFrictional == FrictionalCase::FRICTIONAL) ? TDim * (TNumNodesMaster + TNumNodes + TNumNodes) : TDim * (TNumNodesMaster + TNumNodes)
	The size of the matrix. More...

static constexpr bool	IsFrictional = (TFrictional == FrictionalCase::FRICTIONAL \|\| TFrictional == FrictionalCase::FRICTIONAL_PENALTY) ? true : false
	Flag indicating if the case is frictional. More...

static constexpr double	CheckThresholdCoefficient = 1.0e-12

Detailed Description

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>
class Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >

This namespace includes several utilities necessaries for the computation of the explicit contribution of the mortar conditions.

Author: Vicente Mataix Ferrandiz

Template Parameters

TDim	The dimension of work
TNumNodes	The number of nodes of the slave
TFrictional	If we are solving a frictional or frictionless problem
TNormalVariation	If we are consider normal variation
TNumNodesMaster	The number of nodes of the master

Member Typedef Documentation

◆ AeData

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::AeData = DualLagrangeMultiplierOperatorsWithDerivatives<TDim, TNumNodes, IsFrictional, TNumNodesMaster>

Type definition for the Ae data.

◆ BelongType

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::BelongType = typename std::conditional<TNumNodes == 2, PointBelongsLine2D2N, typename std::conditional<TNumNodes == 3, typename std::conditional<TNumNodesMaster == 3, PointBelongsTriangle3D3N, PointBelongsTriangle3D3NQuadrilateral3D4N>::type, typename std::conditional<TNumNodesMaster == 3, PointBelongsQuadrilateral3D4NTriangle3D3N, PointBelongsQuadrilateral3D4N>::type>::type>::type

The type of points belongs to be considered.

◆ ConditionArrayListType

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::ConditionArrayListType = typename std::vector<ConditionArrayType>

Type definition for the array list of conditions.

◆ ConditionArrayType

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::ConditionArrayType = array_1d<PointBelongType, TDim>

Array type for the conditions.

◆ DecompositionType

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::DecompositionType = typename std::conditional<TDim == 2, LineType, TriangleType>::type

Type definition for the decomposition based on dimension.

◆ DerivativeDataType

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::DerivativeDataType = typename std::conditional<TFrictional == FrictionalCase::FRICTIONAL || TFrictional == FrictionalCase::FRICTIONAL_PENALTY, DerivativeDataFrictional<TDim, TNumNodes, TNumNodesMaster>, DerivativeData<TDim, TNumNodes, TNumNodesMaster> >::type

Type definition for the derivative data based on frictional case.

◆ DerivativesUtilitiesType

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::DerivativesUtilitiesType = DerivativesUtilities<TDim, TNumNodes, IsFrictional, TNormalVariation, TNumNodesMaster>

Type definition for the derivatives utilities.

◆ GeneralVariables

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::GeneralVariables = MortarKinematicVariablesWithDerivatives<TDim, TNumNodes, TNumNodesMaster>

Type definition for the general variables.

◆ GeometryPointBelongType

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::GeometryPointBelongType = Geometry<PointBelongType>

Type definition for the geometry of the point belong.

◆ GeometryType

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::GeometryType = Geometry<Node>

Geometry type definition.

◆ IndexType

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::IndexType = std::size_t

The index type definition.

◆ IntegrationPointsType

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::IntegrationPointsType = GeometryType::IntegrationPointsArrayType

◆ IntegrationUtility

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::IntegrationUtility = ExactMortarIntegrationUtility<TDim, TNumNodes, true, TNumNodesMaster>

Type definition for the integration utility.

◆ LineType

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::LineType = Line2D2<PointType>

Type definition for the line.

◆ MortarConditionMatrices

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::MortarConditionMatrices = MortarOperatorWithDerivatives<TDim, TNumNodes, IsFrictional, TNumNodesMaster>

Type definition for the mortar condition matrices.

◆ PointBelongType

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::PointBelongType = PointBelong<TNumNodes, TNumNodesMaster>

The definition of the point with belonging.

◆ PointType

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::PointType = Point

Point definition.

◆ SizeType

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::SizeType = std::size_t

The size type definition.

◆ TriangleType

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

using Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::TriangleType = Triangle3D3<PointType>

Type definition for the triangle.

Member Function Documentation

◆ AddExplicitContributionOfMortarCondition()

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster>

MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::MortarConditionMatrices Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::AddExplicitContributionOfMortarCondition	(	PairedCondition *	pCondition,
		const ProcessInfo &	rCurrentProcessInfo,
		const IndexType	IntegrationOrder = `2`,
		const bool	AxisymmetricCase = `false`,
		const bool	ComputeNodalArea = `false`,
		const bool	ComputeDualLM = `true`,
		const Variable< double > &	rAreaVariable = `NODAL_AREA`
	)

static

This method computes the explicit contributions of the mortar contact conditions.

This method is created in order to avoid duplicated code

Parameters

pCondition	The condition pointer to compute the explicit contribution
rCurrentProcessInfo	The current instance process info
IntegrationOrder	The integration order of the utility
AxisymmetricCase	If consider the axisymmetric coefficient
ComputeNodalArea	If the contribution of the nodal are must be computed
ComputeDualLM	If condider dual LM to begin with
rAreaVariable	The nodal area variable

Returns: The mortar operators

◆ AddExplicitContributionOfMortarFrictionalCondition()

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster>

MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::MortarConditionMatrices Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::AddExplicitContributionOfMortarFrictionalCondition	(	PairedCondition *	pCondition,
		const ProcessInfo &	rCurrentProcessInfo,
		const MortarOperator< TNumNodes, TNumNodesMaster > &	rPreviousMortarOperators,
		const IndexType	IntegrationOrder = `2`,
		const bool	AxisymmetricCase = `false`,
		const bool	ComputeNodalArea = `false`,
		const bool	ComputeDualLM = `true`,
		const Variable< double > &	rAreaVariable = `NODAL_AREA`,
		const bool	ConsiderObjetiveFormulation = `false`
	)

static

This method computes the explicit contributions of the mortar contact conditions.

This method is created in order to avoid duplicated code

Parameters

pCondition	The condition pointer to compute the explicit contribution
rCurrentProcessInfo	The current instance process info
rPreviousMortarOperators	The previous mortar operators
IntegrationOrder	The integration order of the utility
AxisymmetricCase	If consider the axisymmetric coefficient
ComputeNodalArea	If the contribution of the nodal are must be computed
ComputeDualLM	If condider dual LM to begin with
rAreaVariable	The nodal area variable
ConsiderObjetiveFormulation	If the objetive formulation is considered always

Returns: The mortar operators

◆ CalculateKinematics()

template<SizeType TDim, SizeType TNumNodes, FrictionalCase TFrictional, bool TNormalVariation, SizeType TNumNodesMaster>

void Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::CalculateKinematics	(	const PairedCondition *	pCondition,
		GeneralVariables &	rVariables,
		const DerivativeDataType &	rDerivativeData,
		const array_1d< double, 3 > &	rNormalMaster,
		const PointType &	rLocalPointDecomp,
		const PointType &	rLocalPointParent,
		const GeometryPointType &	rGeometryDecomp,
		const bool	DualLM = `true`
	)

static

Calculate condition kinematics (shape functions, jacobians, ...)

This can be used in the mortar conditions

Parameters

pCondition	The pointer to the condition
rVariables	Container of the jacobians, shape functions, etc...
rDerivativeData	The container of the directional derivatives of the mortar parameters
rNormalMaster	The normal of the master side
rLocalPointDecomp	The local points of the decomposed geometries using the mortar segmentation
rLocalPointParent	The local points of the parent geometry
rGeometryDecomp	The geometry decomposed
DualLM	If the dual LM is considered or not

SLAVE CONDITION ///

MASTER CONDITION ///

◆ ComputeNodalArea()

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster>

void Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::ComputeNodalArea	(	PairedCondition *	pCondition,
		const ProcessInfo &	rCurrentProcessInfo,
		const Variable< double > &	rAreaVariable = `NODAL_AREA`,
		const IndexType	IntegrationOrder = `2`,
		const bool	AxisymmetricCase = `false`
	)

static

This method computes the nodal area.

This method is created in order to avoid duplicated code

Parameters

pCondition	The condition pointer to compute the explicit contribution
rCurrentProcessInfo	The current instance process info
rAreaVariable	The nodal area variable
IntegrationOrder	The integration order of the utility
AxisymmetricCase	If consider the axisymmetric coefficient

Returns: True is dual LM, false otherwise

◆ ComputePreviousMortarOperators()

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster>

bool Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::ComputePreviousMortarOperators	(	PairedCondition *	pCondition,
		const ProcessInfo &	rCurrentProcessInfo,
		MortarOperator< TNumNodes, TNumNodesMaster > &	rPreviousMortarOperators,
		const IndexType	IntegrationOrder = `2`,
		const bool	AxisymmetricCase = `false`,
		const bool	ComputeNodalArea = `false`,
		const bool	ComputeDualLM = `true`,
		const Variable< double > &	rAreaVariable = `NODAL_AREA`
	)

static

This method computes the previous mortar operators.

This method is created in order to avoid duplicated code

Parameters

pCondition	The condition pointer to compute the explicit contribution
rCurrentProcessInfo	The current instance process info
rPreviousMortarOperators	The previous mortar operators
IntegrationOrder	The integration order of the utility
AxisymmetricCase	If consider the axisymmetric coefficient
ComputeNodalArea	If the contribution of the nodal are must be computed
ComputeDualLM	If condider dual LM to begin with
rAreaVariable	The nodal area variable

Returns: True is dual LM, false otherwise

◆ ExplicitCalculateAe()

template<SizeType TDim, SizeType TNumNodes, FrictionalCase TFrictional, bool TNormalVariation, SizeType TNumNodesMaster>

bool Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::ExplicitCalculateAe	(	const GeometryType &	rSlaveGeometry,
		GeneralVariables &	rVariables,
		const ConditionArrayListType &	rConditionsPointsSlave,
		BoundedMatrix< double, TNumNodes, TNumNodes > &	rAe,
		const IntegrationMethod &	rIntegrationMethod,
		const double	AxiSymCoeff = `1.0`
	)

static

Calculate the operator Ae for the dual LM, without taking into account derivatives.

This can be used in the mortar conditions

Parameters

rSlaveGeometry	The geometry of the slave side
rVariables	Container of the jacobians, shape functions, etc...
rConditionsPointsSlave	Container of the jacobians, shape functions, etc...
rAe	The dual LM operator
rIntegrationMethod	The integration method considered
AxiSymCoeff	The coefficient of axisymmetry

◆ ExplicitCalculateKinematics()

template<SizeType TDim, SizeType TNumNodes, FrictionalCase TFrictional, bool TNormalVariation, SizeType TNumNodesMaster>

void Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::ExplicitCalculateKinematics	(	const PairedCondition *	pCondition,
		GeneralVariables &	rVariables,
		const BoundedMatrix< double, TNumNodes, TNumNodes > &	rAe,
		const array_1d< double, 3 > &	rNormalMaster,
		const PointType &	rLocalPointDecomp,
		const PointType &	rLocalPointParent,
		const GeometryPointType &	rGeometryDecomp,
		const bool	DualLM = `true`
	)

static

Calculate condition kinematics (shape functions, jacobians, ...), without taking into account derivatives.

This can be used in the mortar conditions

Parameters

pCondition	The pointer to the condition
rVariables	Container of the jacobians, shape functions, etc...
rAe	The dual LM operator
rNormalMaster	The normal of the master side
rLocalPointDecomp	The local points of the decomposed geometries using the mortar segmentation
rLocalPointParent	The local points of the parent geometry
rGeometryDecomp	The geometry decomposed
DualLM	If the dual LM is considered or not

SLAVE CONDITION ///

MASTER CONDITION ///

◆ MasterShapeFunctionValue()

template<SizeType TDim, SizeType TNumNodes, FrictionalCase TFrictional, bool TNormalVariation, SizeType TNumNodesMaster>

void Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::MasterShapeFunctionValue	(	const PairedCondition *	pCondition,
		GeneralVariables &	rVariables,
		const array_1d< double, 3 > &	rNormalMaster,
		const PointType &	rLocalPoint
	)

static

Calculates the values of the shape functions for the master element.

Parameters

pCondition	The pointer to the condition
rVariables	Container of the jacobians, shape functions, etc...
rNormalMaster	The normal of the master side
rLocalPoint	The current local point

Member Data Documentation

◆ CheckThresholdCoefficient

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

constexpr double Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::CheckThresholdCoefficient = 1.0e-12

staticconstexpr

◆ IsFrictional

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

constexpr bool Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::IsFrictional = (TFrictional == FrictionalCase::FRICTIONAL || TFrictional == FrictionalCase::FRICTIONAL_PENALTY) ? true : false

staticconstexpr

Flag indicating if the case is frictional.

◆ MatrixSize

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>

constexpr IndexType Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >::MatrixSize = (TFrictional == FrictionalCase::FRICTIONLESS) ? TDim * (TNumNodesMaster + TNumNodes) + TNumNodes : (TFrictional == FrictionalCase::FRICTIONLESS_COMPONENTS || TFrictional == FrictionalCase::FRICTIONAL) ? TDim * (TNumNodesMaster + TNumNodes + TNumNodes) : TDim * (TNumNodesMaster + TNumNodes)

staticconstexpr

The size of the matrix.

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

/home/runner/work/Documentation/Documentation/master/applications/ContactStructuralMechanicsApplication/custom_utilities/mortar_explicit_contribution_utilities.h
/home/runner/work/Documentation/Documentation/master/applications/ContactStructuralMechanicsApplication/custom_utilities/mortar_explicit_contribution_utilities.cpp

Static Public Member Functions

Type Definitions

Detailed Description

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes> class Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >

Member Typedef Documentation

◆ AeData

◆ BelongType

◆ ConditionArrayListType

◆ ConditionArrayType

◆ DecompositionType

◆ DerivativeDataType

◆ DerivativesUtilitiesType

◆ GeneralVariables

◆ GeometryPointBelongType

◆ GeometryType

◆ IndexType

◆ IntegrationPointsType

◆ IntegrationUtility

◆ LineType

◆ MortarConditionMatrices

◆ PointBelongType

◆ PointType

◆ SizeType

◆ TriangleType

Member Function Documentation

◆ AddExplicitContributionOfMortarCondition()

◆ AddExplicitContributionOfMortarFrictionalCondition()

◆ CalculateKinematics()

◆ ComputeNodalArea()

◆ ComputePreviousMortarOperators()

◆ ExplicitCalculateAe()

◆ ExplicitCalculateKinematics()

◆ MasterShapeFunctionValue()

Member Data Documentation

◆ CheckThresholdCoefficient

◆ IsFrictional

◆ MatrixSize

template<const SizeType TDim, const SizeType TNumNodes, const FrictionalCase TFrictional, const bool TNormalVariation, const SizeType TNumNodesMaster = TNumNodes>
class Kratos::MortarExplicitContributionUtilities< TDim, TNumNodes, TFrictional, TNormalVariation, TNumNodesMaster >