Struct FEM 

pub struct FEM<V> { /* private fields */ }

Implementations

impl<V> FEM<V>

where V: FloatTrait<Output = V>,

pub fn create(rel_tol: V, abs_tol: V, nodes_number: u32) -> Self

pub fn reset(&mut self, nodes_number: u32)

pub fn get_truss_rotation_matrix_elements( &self, number: u32, ) -> Result<[V; 9], String>

pub fn get_beam_rotation_matrix_elements( &self, number: u32, ) -> Result<[V; 9], String>

pub fn get_plate_rotation_matrix_elements( &self, number: u32, ) -> Result<[V; 9], String>

impl<V> FEM<V>

where V: FloatTrait<Output = V>,

pub fn add_node(&mut self, number: u32, x: V, y: V, z: V) -> Result<(), String>

impl<V> FEM<V>

where V: FloatTrait<Output = V>,

pub fn add_truss( &mut self, number: u32, node_1_number: u32, node_2_number: u32, young_modulus: V, area: V, optional_area_2: Option<V>, ) -> Result<(), String>

impl<V> FEM<V>

where V: FloatTrait<Output = V>,

pub fn add_concentrated_load( &mut self, node_number: u32, dof_parameter: DOFParameter, value: V, ) -> Result<(), String>

pub fn add_uniformly_distributed_line_load( &mut self, beam_element_number: u32, dof_parameter: DOFParameter, value: V, ) -> Result<(), String>

pub fn add_uniformly_distributed_surface_load( &mut self, plate_element_number: u32, dof_parameter: DOFParameter, value: V, ) -> Result<(), String>

pub fn add_displacement( &mut self, node_number: u32, dof_parameter: DOFParameter, value: V, ) -> Result<(), String>

impl<V> FEM<V>

where V: FloatTrait<Output = V>,

pub fn separate_stiffness_matrix_direct( &mut self, ) -> Result<SeparatedStiffnessMatrix<V>, String>

pub fn separate_stiffness_matrix_sparse_iterative( &self, ) -> Result<SeparatedStiffnessMatrixSparse<V>, String>

pub fn compose_r_a_vector( &self, k_aa_indexes: &Vec<usize>, ) -> Result<Vector<V>, String>

pub fn compose_u_b_vector( &self, k_bb_indexes: &Vec<usize>, ) -> Result<Vector<V>, String>

impl<V> FEM<V>

where V: FloatTrait<Output = V>,

pub fn find_ua_vector_direct( &self, separated_stiffness_matrix: &SeparatedStiffnessMatrix<V>, r_a_vector: &Vector<V>, u_b_vector: &Vector<V>, ) -> Result<Vector<V>, String>

pub fn find_ua_vector_iterative_pcg_jacobi_sparse( &self, separated_stiffness_matrix_sparse: &SeparatedStiffnessMatrixSparse<V>, r_a_vector: &Vector<V>, u_b_vector: &Vector<V>, max_iter: usize, ) -> Result<(Vector<V>, usize), String>

pub fn find_ua_vector_iterative_pcg_block_jacobi_sparse( &self, separated_stiffness_matrix_sparse: &SeparatedStiffnessMatrixSparse<V>, r_a_vector: &Vector<V>, u_b_vector: &Vector<V>, max_iter: usize, ) -> Result<(Vector<V>, usize), String>

pub fn find_r_r_vector( &self, separated_stiffness_matrix: &SeparatedStiffnessMatrix<V>, u_a_vector: &Vector<V>, u_b_vector: &Vector<V>, ) -> Result<Vector<V>, String>

pub fn find_r_r_vector_sparse( &self, sep: &SeparatedStiffnessMatrixSparse<V>, u_a_vector: &Vector<V>, u_b_vector: &Vector<V>, ) -> Result<Vector<V>, String>

where V: FloatTrait<Output = V>,

pub fn compose_global_analysis_result( &mut self, k_aa_indexes: &[usize], k_bb_indexes: &[usize], u_a_vector: &Vector<V>, r_r_vector: &Vector<V>, ) -> Result<(), String>

pub fn extract_global_analysis_result( &self, ) -> Result<Vec<(u32, DOFParameter, V, V)>, String>

impl<V> FEM<V>

where V: FloatTrait<Output = V>,

pub fn extract_elements_analysis_result( &self, ) -> Result<Vec<(u32, Vec<(ElementForceComponent, V)>)>, String>

impl<V> FEM<V>

where V: FloatTrait<Output = V>,

pub fn add_beam( &mut self, number: u32, node_1_number: u32, node_2_number: u32, young_modulus: V, poisson_ratio: V, area: V, i11: V, i22: V, i12: V, it: V, shear_factor: V, local_axis_1_direction: [V; 3], ) -> Result<(), String>

impl<V> FEM<V>

where V: FloatTrait<Output = V>,

pub fn add_plate( &mut self, number: u32, node_1_number: u32, node_2_number: u32, node_3_number: u32, node_4_number: u32, young_modulus: V, poisson_ratio: V, thickness: V, shear_factor: V, ) -> Result<(), String>