Type Alias Triangle 

pub type Triangle = SurfaceElement<G, N, P>;

Aliased Type

pub struct Triangle { /* private fields */ }

Trait Implementations

impl<C> ElasticFiniteElement<C, G, N> for Triangle

where C: Elastic,

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> ElasticHyperviscousFiniteElement<C, G, N> for Triangle

where C: ElasticHyperviscous,

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<C> HyperelasticFiniteElement<C, G, N> for Triangle

where C: Hyperelastic,

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

impl<C> HyperviscoelasticFiniteElement<C, G, N> for Triangle

where C: Hyperviscoelastic,

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

impl SolidFiniteElement<G, N> for Triangle

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 SurfaceFiniteElement<G, N, P> for Triangle

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

impl SurfaceFiniteElementMethodsExtra<M, N, P> for Triangle

fn standard_gradient_operators() -> StandardGradientOperators<M, N, P>

impl<C> ViscoelasticFiniteElement<C, G, N> for Triangle

where C: Viscoelastic,

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>