use crate::{
constitutive::solid::hyperelastic::Hyperelastic,
fem::{
ElementModelError, NodalCoordinates,
block::{
Block,
element::{
planar::PlanarHyperelasticFiniteElement,
solid::hyperelastic::HyperelasticFiniteElement,
},
},
solid::{elastic::ElasticElements, hyperelastic::HyperelasticElements},
},
math::Scalar,
};
impl<C, F, const G: usize, const M: usize, const N: usize, const P: usize> HyperelasticElements<3>
for Block<C, F, G, M, N, P>
where
C: Hyperelastic,
F: HyperelasticFiniteElement<C, G, M, N, P>,
Self: ElasticElements<3>,
{
fn helmholtz_free_energy(
&self,
nodal_coordinates: &NodalCoordinates<3>,
) -> Result<Scalar, ElementModelError> {
match self
.elements()
.iter()
.zip(self.connectivity())
.map(|(element, nodes)| {
element.helmholtz_free_energy(
self.constitutive_model(),
&Self::element_coordinates(nodal_coordinates, nodes),
)
})
.sum()
{
Ok(helmholtz_free_energy) => Ok(helmholtz_free_energy),
Err(error) => Err(ElementModelError::Upstream(
format!("{error}"),
format!("{self:?}"),
)),
}
}
}
impl<C, F, const G: usize, const N: usize, const P: usize> HyperelasticElements<2>
for Block<C, F, G, 2, N, P>
where
C: Hyperelastic,
F: PlanarHyperelasticFiniteElement<C, G, N, P>,
Self: ElasticElements<2>,
{
fn helmholtz_free_energy(
&self,
nodal_coordinates: &NodalCoordinates<2>,
) -> Result<Scalar, ElementModelError> {
match self
.elements()
.iter()
.zip(self.connectivity())
.map(|(element, nodes)| {
element.helmholtz_free_energy(
self.constitutive_model(),
&Self::element_coordinates(nodal_coordinates, nodes),
)
})
.sum()
{
Ok(helmholtz_free_energy) => Ok(helmholtz_free_energy),
Err(error) => Err(ElementModelError::Upstream(
format!("{error}"),
format!("{self:?}"),
)),
}
}
}