Struct Block 

pub struct Block<C> { /* private fields */ }

Trait Implementations

impl<C> Debug for Block<C>

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

Formats the value using the given formatter.

impl<C> ElasticElements<3> for Block<C>

where C: Elastic,

fn nodal_forces_into( &self, nodal_coordinates: &NodalCoordinates<3>, nodal_forces: &mut NodalForcesSolid<3>, ) -> Result<(), ElementModelError>

fn nodal_stiffnesses_into( &self, nodal_coordinates: &NodalCoordinates<3>, nodal_stiffnesses: &mut NodalStiffnessesSolid<3>, ) -> Result<(), ElementModelError>

fn nodal_forces( &self, nodal_coordinates: &NodalCoordinates<D>, ) -> Result<NodalForcesSolid<D>, ElementModelError>

fn nodal_stiffnesses( &self, nodal_coordinates: &NodalCoordinates<D>, ) -> Result<NodalStiffnessesSolid<D>, ElementModelError>

impl<C> ElasticHyperviscousElements<3> for Block<C>

where C: ElasticHyperviscous,

fn viscous_dissipation( &self, nodal_coordinates: &NodalCoordinates<3>, nodal_velocities: &NodalVelocities<3>, ) -> Result<Quantity<Power>, ElementModelError>

fn dissipation_potential( &self, nodal_coordinates: &NodalCoordinates<3>, nodal_velocities: &NodalVelocities<3>, ) -> Result<Quantity<Power>, ElementModelError>

impl<C, Y> ElasticViscoplasticElements<TensorVector<TensorList<TensorTuple<TensorRank2<3, Intermediate, Reference>, Y>, 1>>, 3> for Block<C>

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

fn initial_state(&self) -> ViscoplasticStateVariables<1, Y>

fn nodal_forces_into( &self, nodal_coordinates: &NodalCoordinates<3>, state_variables: &ViscoplasticStateVariables<1, Y>, nodal_forces: &mut NodalForcesSolid<3>, ) -> Result<(), ElementModelError>

fn nodal_stiffnesses_into( &self, nodal_coordinates: &NodalCoordinates<3>, state_variables: &ViscoplasticStateVariables<1, Y>, nodal_stiffnesses: &mut NodalStiffnessesSolid<3>, ) -> Result<(), ElementModelError>

fn state_variables_evolution( &self, nodal_coordinates: &NodalCoordinates<3>, state_variables: &ViscoplasticStateVariables<1, Y>, ) -> Result<ViscoplasticEvolution<1, Y>, ElementModelError>

fn nodal_forces( &self, nodal_coordinates: &NodalCoordinates<D>, state_variables: &S, ) -> Result<NodalForcesSolid<D>, ElementModelError>

fn nodal_stiffnesses( &self, nodal_coordinates: &NodalCoordinates<D>, state_variables: &S, ) -> Result<NodalStiffnessesSolid<D>, ElementModelError>

impl<C> Elements for Block<C>

fn node_neighbors(&self, neighbors: &mut [Vec<usize>])

impl<C> From<(C, PrimitiveConnectivity<3, 4>, &TensorVector<TensorRank1<3, Reference, Length>>)> for Block<C>

fn from( (constitutive_model, connectivity, reference_coordinates): (C, PrimitiveConnectivity<3, 4>, &NodalReferenceCoordinates<3>), ) -> Self

Converts to this type from the input type.

impl<C> From<(C, PrimitiveConnectivity<3, 4>, &TensorVector<TensorRank1<3, Reference, Length>>, Weighting)> for Block<C>

fn from( (constitutive_model, connectivity, reference_coordinates, weighting): (C, PrimitiveConnectivity<3, 4>, &NodalReferenceCoordinates<3>, Weighting), ) -> Self

Converts to this type from the input type.

impl<C> HyperelasticElements<3> for Block<C>

where C: Hyperelastic,

fn helmholtz_free_energy( &self, nodal_coordinates: &NodalCoordinates<3>, ) -> Result<Quantity<Energy>, ElementModelError>

fn nodal_stiffnesses_symmetric_into( &self, nodal_coordinates: &NodalCoordinates<3>, nodal_stiffnesses: &mut NodalStiffnessesSolidSymmetric<3>, ) -> Result<(), ElementModelError>

fn nodal_stiffnesses_symmetric( &self, nodal_coordinates: &NodalCoordinates<D>, ) -> Result<NodalStiffnessesSolidSymmetric<D>, ElementModelError>

impl<C, Y> HyperelasticViscoplasticElements<TensorVector<TensorList<TensorTuple<TensorRank2<3, Intermediate, Reference>, Y>, 1>>, 3> for Block<C>

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

fn helmholtz_free_energy( &self, nodal_coordinates: &NodalCoordinates<3>, state_variables: &ViscoplasticStateVariables<1, Y>, ) -> Result<Quantity<Energy>, ElementModelError>

impl<C> HyperviscoelasticElements<3> for Block<C>

where C: Hyperviscoelastic,

fn helmholtz_free_energy( &self, nodal_coordinates: &NodalCoordinates<3>, ) -> Result<Quantity<Energy>, ElementModelError>

impl<C> SolidElements for Block<C>

type DeformationGradients = TensorRank2<3, Current, Reference>

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

fn deformation_gradients( &self, nodal_coordinates: &NodalCoordinates<3>, ) -> Vec<Self::DeformationGradients>

fn deformation_gradient_rates( &self, nodal_coordinates: &NodalCoordinates<3>, nodal_velocities: &NodalVelocities<3>, ) -> Vec<Self::DeformationGradientRates>

impl<C> ViscoelasticElements<3> for Block<C>

where C: Viscoelastic,

fn nodal_forces_into( &self, nodal_coordinates: &NodalCoordinates<3>, nodal_velocities: &NodalVelocities<3>, nodal_forces: &mut NodalForcesSolid<3>, ) -> Result<(), ElementModelError>

fn nodal_stiffnesses_into( &self, nodal_coordinates: &NodalCoordinates<3>, nodal_velocities: &NodalVelocities<3>, nodal_stiffnesses: &mut NodalDampingsSolid<3>, ) -> Result<(), ElementModelError>

fn nodal_forces( &self, nodal_coordinates: &NodalCoordinates<D>, nodal_velocities: &NodalVelocities<D>, ) -> Result<NodalForcesSolid<D>, ElementModelError>

fn nodal_stiffnesses( &self, nodal_coordinates: &NodalCoordinates<D>, nodal_velocities: &NodalVelocities<D>, ) -> Result<NodalDampingsSolid<D>, ElementModelError>