use crate::{
constitutive::solid::viscoelastic::Viscoelastic,
fem::{
ElementModelError, NodalCoordinates, NodalVelocities,
block::{
Block,
element::{FiniteElementError, solid::viscoelastic::ViscoelasticFiniteElement},
},
solid::{NodalForcesSolid, NodalStiffnessesSolid, viscoelastic::ViscoelasticElements},
},
mechanics::DeformationGradientRateList,
};
impl<C, F, const G: usize, const M: usize, const N: usize, const P: usize> Block<C, F, G, M, N, P>
where
C: Viscoelastic,
F: ViscoelasticFiniteElement<C, G, M, N, P>,
{
pub fn deformation_gradient_rates(
&self,
nodal_coordinates: &NodalCoordinates<3>,
nodal_velocities: &NodalVelocities<3>,
) -> Vec<DeformationGradientRateList<G>> {
self.elements()
.iter()
.zip(self.connectivity())
.map(|(element, nodes)| {
element.deformation_gradient_rates(
&Self::element_coordinates(nodal_coordinates, nodes),
&Self::element_coordinates(nodal_velocities, nodes),
)
})
.collect()
}
}
impl<C, F, const G: usize, const M: usize, const N: usize, const P: usize> ViscoelasticElements<3>
for Block<C, F, G, M, N, P>
where
C: Viscoelastic,
F: ViscoelasticFiniteElement<C, G, M, N, P>,
{
fn nodal_forces_into(
&self,
nodal_coordinates: &NodalCoordinates<3>,
nodal_velocities: &NodalVelocities<3>,
nodal_forces: &mut NodalForcesSolid<3>,
) -> Result<(), ElementModelError> {
match self
.elements()
.iter()
.zip(self.connectivity())
.try_for_each(|(element, nodes)| {
element
.nodal_forces(
self.constitutive_model(),
&Self::element_coordinates(nodal_coordinates, nodes),
&Self::element_coordinates(nodal_velocities, nodes),
)?
.into_iter()
.zip(nodes)
.for_each(|(nodal_force, &node)| nodal_forces[node] += nodal_force);
Ok::<(), FiniteElementError>(())
}) {
Ok(()) => Ok(()),
Err(error) => Err(ElementModelError::Upstream(
format!("{error}"),
format!("{self:?}"),
)),
}
}
fn nodal_stiffnesses_into(
&self,
nodal_coordinates: &NodalCoordinates<3>,
nodal_velocities: &NodalVelocities<3>,
nodal_stiffnesses: &mut NodalStiffnessesSolid<3>,
) -> Result<(), ElementModelError> {
match self
.elements()
.iter()
.zip(self.connectivity())
.try_for_each(|(element, nodes)| {
element
.nodal_stiffnesses(
self.constitutive_model(),
&Self::element_coordinates(nodal_coordinates, nodes),
&Self::element_coordinates(nodal_velocities, nodes),
)?
.into_iter()
.zip(nodes)
.for_each(|(object, &node_a)| {
object
.into_iter()
.zip(nodes)
.for_each(|(nodal_stiffness, &node_b)| {
nodal_stiffnesses[node_a][node_b] += nodal_stiffness
})
});
Ok::<(), FiniteElementError>(())
}) {
Ok(()) => Ok(()),
Err(error) => Err(ElementModelError::Upstream(
format!("{error}"),
format!("{self:?}"),
)),
}
}
}