Formulations

FiniteElementContainers.AbstractMechanicsFormulation — Type

abstract type AbstractMechanicsFormulation{ND}

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Implementations

FiniteElementContainers.IncompressiblePlaneStress — Type

struct IncompressiblePlaneStress <: AbstractMechanicsFormulation{2}

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FiniteElementContainers.PlaneStrain — Type

struct PlaneStrain <: AbstractMechanicsFormulation{2}

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FiniteElementContainers.ScalarFormulation — Type

struct ScalarFormulation <: AbstractMechanicsFormulation{1}

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FiniteElementContainers.ThreeDimensional — Type

struct ThreeDimensional <: AbstractMechanicsFormulation{3}

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Methods

FiniteElementContainers.discrete_gradient — Function

discrete_gradient(_::IncompressiblePlaneStress, ∇N_X) -> Any

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discrete_gradient(_::PlaneStrain, ∇N_X) -> Any

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discrete_gradient(_::ScalarFormulation, ∇N_X) -> Any

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discrete_gradient(_::ThreeDimensional, ∇N_X) -> Any

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FiniteElementContainers.discrete_symmetric_gradient — Function

discrete_symmetric_gradient(
    _::IncompressiblePlaneStress,
    ∇N_X
) -> Any

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discrete_symmetric_gradient(_::PlaneStrain, ∇N_X) -> Any

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discrete_symmetric_gradient(_::ScalarFormulation, ∇N_X)

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discrete_symmetric_gradient(
    _::ThreeDimensional,
    ∇N_X
) -> Any

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FiniteElementContainers.discrete_values — Function

discrete_values(_::IncompressiblePlaneStress, N) -> Any

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discrete_values(_::PlaneStrain, N) -> Any

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discrete_values(_::ScalarFormulation, N) -> Any

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discrete_values(_::ThreeDimensional, N) -> Any

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FiniteElementContainers.extract_stiffness — Function

extract_stiffness(
    _::IncompressiblePlaneStress,
    A::Tensors.Tensor{4, 3, T<:Number, 81}
) -> StaticArraysCore.SArray

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extract_stiffness(
    _::PlaneStrain,
    A::Tensors.Tensor{4, 3, T<:Number, 81}
) -> StaticArraysCore.SArray

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extract_stiffness(
    _::ThreeDimensional,
    A_in::Tensors.Tensor{4, 3, T<:Number, 81}
) -> StaticArraysCore.SArray

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FiniteElementContainers.extract_stress — Function

extract_stress(
    _::IncompressiblePlaneStress,
    P::Tensors.Tensor{2, 3, T<:Number, 9}
) -> StaticArraysCore.SArray

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extract_stress(
    _::PlaneStrain,
    P::Tensors.Tensor{2, 3, T<:Number, 9}
) -> StaticArraysCore.SArray

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extract_stress(
    _::ThreeDimensional,
    P::Tensors.Tensor{2, 3, T<:Number, 9}
) -> StaticArraysCore.SArray

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FiniteElementContainers.modify_field_gradients — Function

modify_field_gradients(
    _::IncompressiblePlaneStress,
    ∇u_q::StaticArraysCore.SArray{Tuple{2, 2}, T<:Number, 2, 4}
) -> Tensors.Tensor{2, 3, _A, 9} where _A

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modify_field_gradients(
    _::PlaneStrain,
    ∇u_q::StaticArraysCore.SArray{Tuple{2, 2}, T<:Number, 2, 4}
) -> Tensors.Tensor{2, 3, _A, 9} where _A

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modify_field_gradients(
    _::ThreeDimensional,
    ∇u_q::StaticArraysCore.SArray{Tuple{3, 3}, T<:Number, 2, 9}
) -> Tensors.Tensor{2, 3, _A, 9} where _A

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FiniteElementContainers.num_dimensions — Function

num_dimensions(_::AbstractMechanicsFormulation{ND}) -> Any

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