Struct ElasticViscoplasticAndElastic 

pub struct ElasticViscoplasticAndElastic<B1, B2>(/* private fields */);

Trait Implementations

impl<B1: Debug, B2: Debug> Debug for ElasticViscoplasticAndElastic<B1, B2>

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

Formats the value using the given formatter.

impl<B1, B2, Y, const D: usize> ElasticViscoplasticDaeElements<Y, D> for ElasticViscoplasticAndElastic<B1, B2>

where B1: ElasticViscoplasticDaeElements<Y, D>, B2: ElasticElements<D>,

type Field = <B1 as ElasticViscoplasticDaeElements<Y, D>>::Field

The whole-mesh field this topology’s plastic state lives on.

type State = <B1 as ElasticViscoplasticDaeElements<Y, D>>::State

The per-element grouped state — a per-Gauss-point list for one block, a TensorTuple of those for Blocks.

type History = <B1 as ElasticViscoplasticDaeElements<Y, D>>::History

Time history of Self::State.

fn flatten(state: &Self::State) -> <Self::Field as Integrable>::Point

Flattens Self::State into Self::Field’s Point.

fn unflatten(flat: &<Self::Field as Integrable>::Point) -> Self::State

The inverse of Self::flatten.

fn dae_rate( &self, t: Quantity<Time>, nodal_coordinates: &NodalCoordinates<D>, flat: &<Self::Field as Integrable>::Point, ) -> Result<Derivative<<Self::Field as Integrable>::Increment, Time>, ElementModelError>

Evaluates every Gauss point’s plastic rate at nodal_coordinates.

impl<B1, B2, S, const D: usize> ElasticViscoplasticElements<S, D> for ElasticViscoplasticAndElastic<B1, B2>

where B1: ElasticViscoplasticElements<S, D>, B2: ElasticElements<D>, S: Differentiable,

fn initial_state(&self) -> S

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

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

fn state_variables_evolution( &self, nodal_coordinates: &NodalCoordinates<D>, state_variables: &S, ) -> Result<Derivative<S>, 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<B1, B2> Elements for ElasticViscoplasticAndElastic<B1, B2>

where B1: Elements, B2: Elements,

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

impl<B1, B2, S, const D: usize> HyperelasticViscoplasticElements<S, D> for ElasticViscoplasticAndElastic<B1, B2>

where B1: HyperelasticViscoplasticElements<S, D>, B2: HyperelasticElements<D>, S: Differentiable,

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