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PACMAN 0.1.0
Portable Algorithms for Coupling, Mapping, and Adaptive iNterpolation
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#include <KokkosBatched_Gemm_Decl.hpp>#include <KokkosBatched_LU_Decl.hpp>#include <KokkosBatched_Trsv_Decl.hpp>#include <KokkosBlas1_axpby.hpp>#include <KokkosBlas2_serial_gemv.hpp>#include "finite_elements/utils/FETools.hpp"Go to the source code of this file.
Namespaces | |
| namespace | PACMAN |
| namespace | PACMAN::FiniteElements |
Macros | |
| #define | D_XI_ETA_PHI_TOL_SQUARED 1e-10 |
| Tolerance to stop the newton, dxietaphi.squaredNorm() | |
| #define | MAX_NEWTON_ITER 15 |
| Maximal number of newton iters. | |
| #define | CaseSwitch(CellType_STRUCT) |
Functions | |
| template<typename ExecSpace , typename FEspace , int_t Dim> | |
| KOKKOS_FUNCTION bool | PACMAN::FiniteElements::ApplyNewton (const Kokkos::View< coordinates_t **, ExecSpace > Xcoor, const Kokkos::View< coordinates_t[Dim], ExecSpace > targetPoint, Kokkos::View< fp_t *, ExecSpace > weights, const bool forceEvaluation=false) |
| Solve FE inverse mapping with Newton iterations and compute interpolation weights. | |
| template<typename ExecSpace , int_t Dim> | |
| KOKKOS_FUNCTION bool | PACMAN::FiniteElements::ApplyNewtonOnElement (const cell_t type, const Kokkos::View< coordinates_t **, ExecSpace > Xcoor, const Kokkos::View< coordinates_t[Dim], ExecSpace > targetPoint, Kokkos::View< fp_t *, ExecSpace > weights, const bool forceEvaluation=false) |
| Dispatch Newton-based FE inversion to the correct element type. | |
| #define CaseSwitch | ( | CellType_STRUCT | ) |
Definition at line 24 of file NewtonKokkos.hpp.
| #define D_XI_ETA_PHI_TOL_SQUARED 1e-10 |
Tolerance to stop the newton, dxietaphi.squaredNorm()
Definition at line 20 of file NewtonKokkos.hpp.
| #define MAX_NEWTON_ITER 15 |
Maximal number of newton iters.
Definition at line 22 of file NewtonKokkos.hpp.