Struct Element 

pub struct Element { /* private fields */ }

Trait Implementations

impl Debug for Element

fn fmt(&self, f: &mut Formatter<'_>) -> Result

Formats the value using the given formatter.

impl<C> ElasticElement<C> for Element

where C: Elastic,

type Forces = TensorVector<TensorRank1<3, Current, Force>>

type Stiffnesses = TensorVector<TensorVector<TensorRank2<3, Current, Current, ForcePerLength>>>

type Error = ElementError<VirtualElementKind>

fn nodal_forces( &self, constitutive_model: &C, nodal_coordinates: &ElementNodalCoordinates, ) -> Result<ElementNodalForcesSolid, VirtualElementError>

fn nodal_stiffnesses( &self, constitutive_model: &C, nodal_coordinates: &ElementNodalCoordinates, ) -> Result<ElementNodalStiffnessesSolid, VirtualElementError>

impl<C> ElasticHyperviscousElement<C> for Element

where C: ElasticHyperviscous,

fn viscous_dissipation( &self, constitutive_model: &C, nodal_coordinates: &ElementNodalCoordinates, nodal_velocities: &ElementNodalVelocities, ) -> Result<Quantity<Power>, VirtualElementError>

fn dissipation_potential( &self, constitutive_model: &C, nodal_coordinates: &ElementNodalCoordinates, nodal_velocities: &ElementNodalVelocities, ) -> Result<Quantity<Power>, VirtualElementError>

impl<C, Y> ElasticViscoplasticElement<C, 1, Y> for Element

where C: ElasticViscoplastic<Y>, Y: Differentiable + Tensor,

type Forces = TensorVector<TensorRank1<3, Current, Force>>

type Stiffnesses = TensorVector<TensorVector<TensorRank2<3, Current, Current, ForcePerLength>>>

type Error = ElementError<VirtualElementKind>

fn nodal_forces( &self, constitutive_model: &C, nodal_coordinates: &ElementNodalCoordinates, state_variables: &ViscoplasticStateVariables<1, Y>, ) -> Result<ElementNodalForcesSolid, VirtualElementError>

fn nodal_stiffnesses( &self, constitutive_model: &C, nodal_coordinates: &ElementNodalCoordinates, state_variables: &ViscoplasticStateVariables<1, Y>, ) -> Result<ElementNodalStiffnessesSolid, VirtualElementError>

fn state_variables_evolution( &self, constitutive_model: &C, nodal_coordinates: &ElementNodalCoordinates, state_variables: &ViscoplasticStateVariables<1, Y>, ) -> Result<ViscoplasticEvolution<1, Y>, VirtualElementError>

impl From<(TensorVector<TensorVector<TensorRank1<3, Reference, Length>>>, &[usize], &[usize], &[Vec<usize>])> for Element

fn from( (reference_nodal_coordinates, element_faces, element_nodes, block_faces_nodes): (ElementNodalReferenceCoordinates, &[usize], &[usize], &[Vec<usize>]), ) -> Self

Converts to this type from the input type.

impl<C> HyperelasticElement<C> for Element

where C: Hyperelastic,

fn helmholtz_free_energy( &self, constitutive_model: &C, nodal_coordinates: &ElementNodalCoordinates, ) -> Result<Quantity<Energy>, VirtualElementError>

impl<C, Y> HyperelasticViscoplasticElement<C, 1, Y> for Element

where C: HyperelasticViscoplastic<Y>, Y: Differentiable + Tensor,

fn helmholtz_free_energy( &self, constitutive_model: &C, nodal_coordinates: &ElementNodalCoordinates, state_variables: &ViscoplasticStateVariables<1, Y>, ) -> Result<Quantity<Energy>, VirtualElementError>

impl<C> HyperviscoelasticElement<C> for Element

where C: Hyperviscoelastic,

fn helmholtz_free_energy( &self, constitutive_model: &C, nodal_coordinates: &ElementNodalCoordinates, ) -> Result<Quantity<Energy>, VirtualElementError>

impl SolidElement for Element

where Self: VirtualElement,

type Coordinates = TensorVector<TensorRank1<3, Current, Length>>

type Velocities = TensorVector<TensorRank1<3, Current, Velocity>>

type DeformationGradients = TensorVector<TensorRank2<3, Current, Reference>>

type DeformationGradientRates = TensorVector<TensorRank2<3, Current, Reference, Rate>>

fn deformation_gradients( &self, nodal_coordinates: &ElementNodalCoordinates, ) -> DeformationGradients

fn deformation_gradient_rates( &self, _: &ElementNodalCoordinates, nodal_velocities: &ElementNodalVelocities, ) -> DeformationGradientRates

impl VirtualElement for Element

fn element_center<U>( nodal_quantities: &TensorRank1Vec<3, Current, U>, ) -> TensorRank1<3, Current, U>

fn faces_centers<U>( &self, nodal_quantities: &TensorRank1Vec<3, Current, U>, ) -> TensorRank1Vec<3, Current, U>

fn faces_nodes(&self) -> &[Vec<usize>]

fn gradient_vectors(&self) -> &GradientVectors

fn integration_weights(&self) -> &IntegrationWeights

fn stabilization(&self) -> Scalar

fn tetrahedra(&self) -> &[Tetrahedron]

fn tetrahedra_coordinates<U>( &self, nodal_quantities: &TensorRank1Vec<3, Current, U>, ) -> TetrahedraQuantities<U>

fn tetrahedra_nodes(&self) -> &[[usize; 3]]

impl<C> ViscoelasticElement<C> for Element

where C: Viscoelastic,

type Forces = TensorVector<TensorRank1<3, Current, Force>>

type Dampings = TensorVector<TensorVector<TensorRank2<3, Current, Current, ForcePerVelocity>>>

type Error = ElementError<VirtualElementKind>

fn nodal_forces( &self, constitutive_model: &C, nodal_coordinates: &ElementNodalCoordinates, nodal_velocities: &ElementNodalVelocities, ) -> Result<ElementNodalForcesSolid, VirtualElementError>

fn nodal_stiffnesses( &self, constitutive_model: &C, nodal_coordinates: &ElementNodalCoordinates, nodal_velocities: &ElementNodalVelocities, ) -> Result<ElementNodalDampingsSolid, VirtualElementError>