Struct SurfaceElement 

pub struct SurfaceElement<const G: usize, const N: usize, const O: usize> { /* private fields */ }

Implementations

impl<const G: usize, const N: usize, const O: usize> SurfaceElement<G, N, O>

pub fn gradient_vectors(&self) -> &GradientVectors<G, N>

pub fn reference_normals(&self) -> &ReferenceNormals<G>

Trait Implementations

impl<const G: usize, const N: usize, const O: usize> Debug for SurfaceElement<G, N, O>

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

Formats the value using the given formatter.

impl<C, const G: usize, const N: usize, const O: usize> ElasticFiniteElement<C, G, 2, N, N> for SurfaceElement<G, N, O>

where C: Elastic, Self: SolidFiniteElement<G, 2, N, N>,

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

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

impl<C, const G: usize, const N: usize, const O: usize, const P: usize> ElasticHyperviscousFiniteElement<C, G, 2, N, P> for SurfaceElement<G, N, O>

where C: ElasticHyperviscous, Self: ViscoelasticFiniteElement<C, G, 2, N, P>,

fn viscous_dissipation( &self, constitutive_model: &C, nodal_coordinates: &ElementNodalCoordinates<N>, nodal_velocities: &ElementNodalVelocities<N>, ) -> Result<Scalar, FiniteElementError>

fn dissipation_potential( &self, constitutive_model: &C, nodal_coordinates: &ElementNodalCoordinates<N>, nodal_velocities: &ElementNodalVelocities<N>, ) -> Result<Scalar, FiniteElementError>

impl<const G: usize, const N: usize, const O: usize> From<(TensorList<TensorRank1<3, 0>, N>, f64)> for SurfaceElement<G, N, O>

where Self: SurfaceFiniteElement<G, N, N>,

fn from( (reference_nodal_coordinates, thickness): (ElementNodalReferenceCoordinates<N>, Scalar), ) -> Self

Converts to this type from the input type.

impl<C, const G: usize, const N: usize, const O: usize, const P: usize> HyperelasticFiniteElement<C, G, 2, N, P> for SurfaceElement<G, N, O>

where C: Hyperelastic, Self: ElasticFiniteElement<C, G, 2, N, P>,

fn helmholtz_free_energy( &self, constitutive_model: &C, nodal_coordinates: &ElementNodalCoordinates<N>, ) -> Result<Scalar, FiniteElementError>

impl<C, const G: usize, const N: usize, const O: usize, const P: usize> HyperviscoelasticFiniteElement<C, G, 2, N, P> for SurfaceElement<G, N, O>

where C: Hyperviscoelastic, Self: ElasticHyperviscousFiniteElement<C, G, 2, N, P>,

fn helmholtz_free_energy( &self, constitutive_model: &C, nodal_coordinates: &ElementNodalCoordinates<N>, ) -> Result<Scalar, FiniteElementError>

impl<const G: usize, const N: usize, const O: usize> SolidFiniteElement<G, 2, N, N> for SurfaceElement<G, N, O>

where Self: SurfaceFiniteElement<G, N, N>,

fn deformation_gradients( &self, nodal_coordinates: &ElementNodalCoordinates<N>, ) -> DeformationGradientList<G>

fn deformation_gradient_rates( &self, nodal_coordinates: &ElementNodalCoordinates<N>, nodal_velocities: &ElementNodalVelocities<N>, ) -> DeformationGradientRateList<G>

impl<const G: usize, const N: usize, const O: usize, const P: usize> SurfaceFiniteElement<G, N, P> for SurfaceElement<G, N, O>

where Self: FiniteElement<G, M, N, P>,

fn bases<const I: usize>( nodal_coordinates: &ElementNodalEitherCoordinates<I, P>, ) -> SurfaceBases<I, G>

fn dual_bases<const I: usize>( nodal_coordinates: &ElementNodalEitherCoordinates<I, P>, ) -> SurfaceBases<I, G>

fn normals(nodal_coordinates: &ElementNodalCoordinates<P>) -> Normals<G>

fn normal_gradients( nodal_coordinates: &ElementNodalCoordinates<P>, ) -> NormalGradients<P, G>

fn normal_rates( nodal_coordinates: &ElementNodalCoordinates<P>, nodal_velocities: &ElementNodalVelocities<P>, ) -> NormalRates<G>

impl<C, const G: usize, const N: usize, const O: usize> ViscoelasticFiniteElement<C, G, 2, N, N> for SurfaceElement<G, N, O>

where C: Viscoelastic, Self: SolidFiniteElement<G, 2, N, N>,

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

fn nodal_stiffnesses( &self, constitutive_model: &C, nodal_coordinates: &ElementNodalCoordinates<N>, nodal_velocities: &ElementNodalVelocities<N>, ) -> Result<ElementNodalStiffnessesSolid<N>, FiniteElementError>