refactor: extract mitc4 material stiffness helpers
This commit is contained in:
NINI
@@ -35,6 +35,9 @@ target_compile_definitions(fesa_results_module_tests PRIVATE FESA_SOURCE_DIR="${
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add_executable(fesa_element_module_tests tests/test_element_module_includes.cpp)
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target_link_libraries(fesa_element_module_tests PRIVATE fesa_core)
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add_executable(fesa_mitc4_stiffness_module_tests tests/test_mitc4_stiffness_module_includes.cpp)
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target_link_libraries(fesa_mitc4_stiffness_module_tests PRIVATE fesa_core)
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if(MSVC)
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target_compile_options(fesa_core PRIVATE /W4 /permissive-)
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target_compile_options(fesa_tests PRIVATE /W4 /permissive-)
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@@ -43,6 +46,7 @@ if(MSVC)
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target_compile_options(fesa_io_module_tests PRIVATE /W4 /permissive-)
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target_compile_options(fesa_results_module_tests PRIVATE /W4 /permissive-)
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target_compile_options(fesa_element_module_tests PRIVATE /W4 /permissive-)
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target_compile_options(fesa_mitc4_stiffness_module_tests PRIVATE /W4 /permissive-)
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else()
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target_compile_options(fesa_core PRIVATE -Wall -Wextra -Wpedantic)
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target_compile_options(fesa_tests PRIVATE -Wall -Wextra -Wpedantic)
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@@ -51,6 +55,7 @@ else()
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target_compile_options(fesa_io_module_tests PRIVATE -Wall -Wextra -Wpedantic)
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target_compile_options(fesa_results_module_tests PRIVATE -Wall -Wextra -Wpedantic)
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target_compile_options(fesa_element_module_tests PRIVATE -Wall -Wextra -Wpedantic)
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target_compile_options(fesa_mitc4_stiffness_module_tests PRIVATE -Wall -Wextra -Wpedantic)
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endif()
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add_test(NAME fesa_tests COMMAND fesa_tests)
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@@ -59,3 +64,4 @@ add_test(NAME fesa_math_module_tests COMMAND fesa_math_module_tests)
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add_test(NAME fesa_io_module_tests COMMAND fesa_io_module_tests)
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add_test(NAME fesa_results_module_tests COMMAND fesa_results_module_tests)
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add_test(NAME fesa_element_module_tests COMMAND fesa_element_module_tests)
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add_test(NAME fesa_mitc4_stiffness_module_tests COMMAND fesa_mitc4_stiffness_module_tests)
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@@ -13,7 +13,7 @@ Every new agent session must read this file together with `PROGRESS.md` before p
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- If an item becomes obsolete, move it to `PROGRESS.md` with a short reason instead of silently deleting it.
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## Current Objective
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Execute the Phase 1 structure-alignment refactor in `phases/1-structure-alignment-refactor`, continuing with P1A-07 MITC4 material/stiffness extraction. P1A-00 completed the architecture drift audit, P1A-01 created the module scaffold, P1A-02 extracted Core/Util plus Phase 1 Boundary/Load/Property model ownership, P1A-03 extracted Math primitives plus the solver adapter boundary, P1A-04 extracted the Abaqus Phase 1 parser into IO, P1A-05 extracted Results/reference comparison, and P1A-06 extracted MITC4 geometry/strain helpers into Element without changing solver behavior. This phase must align the current monolithic `include/fesa/fesa.hpp` implementation with the module ownership model in `docs/ARCHITECTURE.md` without changing solver behavior. Product-level Phase 1 reference gaps R-010 and R-013 remain open and must not be hidden by the refactor.
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Execute the Phase 1 structure-alignment refactor in `phases/1-structure-alignment-refactor`, continuing with P1A-08 Assembly and Analysis workflow extraction. P1A-00 completed the architecture drift audit, P1A-01 created the module scaffold, P1A-02 extracted Core/Util plus Phase 1 Boundary/Load/Property model ownership, P1A-03 extracted Math primitives plus the solver adapter boundary, P1A-04 extracted the Abaqus Phase 1 parser into IO, P1A-05 extracted Results/reference comparison, P1A-06 extracted MITC4 geometry/strain helpers into Element, and P1A-07 extracted MITC4 material/stiffness helpers into Material and Element without changing solver behavior. This phase must align the current monolithic `include/fesa/fesa.hpp` implementation with the module ownership model in `docs/ARCHITECTURE.md` without changing solver behavior. Product-level Phase 1 reference gaps R-010 and R-013 remain open and must not be hidden by the refactor.
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## Required Reading For New Agents
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1. `AGENTS.md`
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@@ -37,7 +37,7 @@ Execute the Phase 1 structure-alignment refactor in `phases/1-structure-alignmen
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## Phase Files
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- Active phase directory: `phases/1-structure-alignment-refactor`
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- Execute with: `python scripts/execute.py 1-structure-alignment-refactor`
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- Step numbering is zero-based. `step0.md` is complete and wrote `phases/1-structure-alignment-refactor/step0-architecture-map.md`; `step1.md` is complete and created module scaffold headers, source directories, CMake source discovery, and umbrella compatibility smoke coverage; `step2.md` is complete and extracted Core/Util domain, diagnostics, DofManager ownership, AnalysisModel/AnalysisState, and Phase 1 Boundary/Load/Property model ownership; `step3.md` is complete and extracted Math primitives, sparse pattern data, dense matrix support, and solver adapter boundary; `step4.md` is complete and extracted the Abaqus parser into IO; `step5.md` is complete and extracted Results/reference comparison code; `step6.md` is complete and extracted MITC4 geometry/strain helpers; `step7.md` extracts MITC4 material/stiffness helpers; `step8.md` extracts Assembly and Analysis workflow; `step9.md` is the independent architecture evaluator closeout.
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- Step numbering is zero-based. `step0.md` is complete and wrote `phases/1-structure-alignment-refactor/step0-architecture-map.md`; `step1.md` is complete and created module scaffold headers, source directories, CMake source discovery, and umbrella compatibility smoke coverage; `step2.md` is complete and extracted Core/Util domain, diagnostics, DofManager ownership, AnalysisModel/AnalysisState, and Phase 1 Boundary/Load/Property model ownership; `step3.md` is complete and extracted Math primitives, sparse pattern data, dense matrix support, and solver adapter boundary; `step4.md` is complete and extracted the Abaqus parser into IO; `step5.md` is complete and extracted Results/reference comparison code; `step6.md` is complete and extracted MITC4 geometry/strain helpers; `step7.md` is complete and extracted MITC4 material/stiffness helpers; `step8.md` extracts Assembly and Analysis workflow; `step9.md` is the independent architecture evaluator closeout.
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- Completed phase directory: `phases/1-linear-static-mitc4-rebaseline`
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- Historical execution command: `python scripts/execute.py 1-linear-static-mitc4-rebaseline`
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- Step numbering is zero-based. `step0.md` is complete and recorded in `phases/1-linear-static-mitc4-rebaseline/step0-audit.md`; `step1.md` is complete and created the `quad_02_phase1.inp` normalized reference path; `step2.md` is complete and revalidated core harness guardrails; `step3.md` is complete and revalidated the Phase 1 parser/domain subset; `step4.md` is complete and strengthened validation/singular diagnostics; `step5.md` is complete and revalidated the DofManager/reaction foundation; `step6.md` is complete and revalidated the minimum result model plus displacement CSV comparator; `step7.md` is complete and revalidated MITC4 natural coordinates, tying points, center directors, and integration bases; `step8.md` is complete and revalidated degenerated-continuum displacement, direct covariant strain rows, and MITC shear tying rows; `step9.md` is complete and revalidated plane-stress material, convected-to-local transform, and `2 x 2 x 2` material integration scaffolding; `step10.md` is complete and revalidated MITC4 stiffness, internal force, six-DOF transform, and drilling stabilization; `step11.md` is complete and added MITC4 membrane, bending, shear, twist, drilling-sensitivity, and thin-cantilever locking-sensitivity tests; `step12.md` is complete and revalidated full-space assembly, reduced projection, deterministic sparse-pattern scaffold, solver adapter injection, and full-vector internal/reaction force state; `step13.md` is complete and revalidated active AnalysisModel construction plus input-to-AnalysisState-to-U/RF result workflow; `step14.md` is complete and added the first stored Abaqus displacement regression for `quad_02_phase1`; `step15.md` is complete and recorded the independent evaluator closeout in `phases/1-linear-static-mitc4-rebaseline/step15-evaluator-report.md`.
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@@ -64,7 +64,7 @@ This phase is an architecture-preserving refactor. It must not change Phase 1 so
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| P1A-04 | completed | generator | Extract Abaqus parser into IO. | P1A-02 | Parser subset and unsupported-feature diagnostics unchanged |
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| P1A-05 | completed | generator | Extract Results model, writer boundary, CSV loader, and reference comparator. | P1A-02, P1A-04 | `U`/`RF` schema and `quad_02_phase1` regression unchanged |
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| P1A-06 | completed | generator | Extract MITC4 geometry, director, strain, and tying helpers into Element. | P1A-03 | Geometry/strain tests and formulation signs unchanged |
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| P1A-07 | pending | generator | Extract MITC4 material, integration, stiffness, drilling, and internal-force helpers. | P1A-06 | Patch, drilling, stiffness, and locking-sensitivity tests unchanged |
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| P1A-07 | completed | generator | Extract MITC4 material, integration, stiffness, drilling, and internal-force helpers. | P1A-06 | Patch, drilling, stiffness, and locking-sensitivity tests unchanged |
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| P1A-08 | pending | generator | Extract Assembly and Analysis workflow. | P1A-02, P1A-03, P1A-05, P1A-07 | Full-vector RF, solver injection, and end-to-end reference regression unchanged |
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| P1A-09 | pending | evaluator | Independently evaluate final architecture alignment. | P1A-08 | `src/` ownership matches `ARCHITECTURE.md`; umbrella header is facade only |
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+39
-2
@@ -13,10 +13,47 @@ Every new agent session must read this file together with `PLAN.md` before plann
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- Do not remove history unless the user explicitly asks for archival cleanup.
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## Current Status
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Phase 1 has a completed rebaseline execution path in `phases/1-linear-static-mitc4-rebaseline`. Steps 0 through 15 are complete, and P1R-15 recorded a pass-with-documented-gaps evaluator closeout. The follow-up architecture refactor phase in `phases/1-structure-alignment-refactor` is underway because the current production implementation is concentrated in `include/fesa/fesa.hpp` instead of the module directories documented in `docs/ARCHITECTURE.md`; P1A-00 through P1A-06 are complete, so the next step is P1A-07 MITC4 material/stiffness extraction. `quad_02_phase1.inp` is the normalized Phase 1-compatible input path for the stored `quad_02` S4 reference pair, while the original `quad_02.inp` remains preserved unsupported provenance. Core numeric aliases, DOF mapping, validation harness, model diagnostic context, the Phase 1 parser/domain subset, validation/singular diagnostics, DofManager/reaction foundation, minimum result model metadata, displacement CSV comparator foundation, MITC4 geometry/director scaffolding, MITC4 displacement/strain/tying row scaffolding, MITC4 material/transform/integration scaffolding, MITC4 stiffness/drilling/internal-force scaffolding, MITC4 patch/locking-sensitivity tests, full-space assembly, reduced projection, sparse-pattern scaffold, solver adapter injection, full-vector internal/reaction force state, active AnalysisModel construction, input-to-AnalysisState-to-U/RF result workflow, and the first stored Abaqus displacement regression have been revalidated. Full PRD Phase 1 completion still depends on the open architecture/reference gaps R-014, R-010, and R-013. The old `phases/1-linear-static-mitc4` path is historical and superseded after the MITC4 formulation reset.
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Phase 1 has a completed rebaseline execution path in `phases/1-linear-static-mitc4-rebaseline`. Steps 0 through 15 are complete, and P1R-15 recorded a pass-with-documented-gaps evaluator closeout. The follow-up architecture refactor phase in `phases/1-structure-alignment-refactor` is underway because remaining Assembly and Analysis workflow code still lives in `include/fesa/fesa.hpp` instead of the module directories documented in `docs/ARCHITECTURE.md`; P1A-00 through P1A-07 are complete, so the next step is P1A-08 Assembly and Analysis workflow extraction. `quad_02_phase1.inp` is the normalized Phase 1-compatible input path for the stored `quad_02` S4 reference pair, while the original `quad_02.inp` remains preserved unsupported provenance. Core numeric aliases, DOF mapping, validation harness, model diagnostic context, the Phase 1 parser/domain subset, validation/singular diagnostics, DofManager/reaction foundation, minimum result model metadata, displacement CSV comparator foundation, MITC4 geometry/director scaffolding, MITC4 displacement/strain/tying row scaffolding, MITC4 material/transform/integration scaffolding, MITC4 stiffness/drilling/internal-force scaffolding, MITC4 patch/locking-sensitivity tests, full-space assembly, reduced projection, sparse-pattern scaffold, solver adapter injection, full-vector internal/reaction force state, active AnalysisModel construction, input-to-AnalysisState-to-U/RF result workflow, and the first stored Abaqus displacement regression have been revalidated. Full PRD Phase 1 completion still depends on the open architecture/reference gaps R-014, R-010, and R-013. The old `phases/1-linear-static-mitc4` path is historical and superseded after the MITC4 formulation reset.
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## Completed Work
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### 2026-05-05 - P1A-07 MITC4 material stiffness extraction completed
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Author: Codex
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Changed files:
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- `CMakeLists.txt`
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- `include/fesa/Element/Element.hpp`
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- `include/fesa/Element/MITC4Kinematics.hpp`
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- `include/fesa/Element/MITC4MaterialIntegration.hpp`
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- `include/fesa/Element/MITC4Stiffness.hpp`
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- `include/fesa/Material/MITC4PlaneStressMaterial.hpp`
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- `include/fesa/Material/Material.hpp`
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- `include/fesa/fesa.hpp`
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- `tests/test_mitc4_stiffness_module_includes.cpp`
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- `phases/1-structure-alignment-refactor/index.json`
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- `PLAN.md`
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- `PROGRESS.md`
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Summary:
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- Extracted MITC4 strain component ordering, strain vector alias, material matrix alias, plane-stress material matrix diagnostics, material-vector multiply, material-vector dot product, and material matrix transform into `include/fesa/Material/MITC4PlaneStressMaterial.hpp`.
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- Extracted `2 x 2 x 2` Gauss integration points, covariant-to-local strain transform, tensor/vector conversion helpers, and MITC4 material integration sample/data construction into `include/fesa/Element/MITC4MaterialIntegration.hpp`.
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- Extracted MITC4 stiffness options, local/global DOF transform, strain-row local transform, `B^T D B` accumulation, drilling stabilization, local-to-global stiffness transform, element stiffness, internal force, and `MITC4ElementKernel` into `include/fesa/Element/MITC4Stiffness.hpp`.
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- Updated Element and Material facade headers so direct module includes expose the relocated MITC4 material/stiffness surface without including `fesa/fesa.hpp`.
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- Reduced `include/fesa/fesa.hpp` to keep only the remaining Assembly/Analysis workflow and umbrella includes; MITC4 material/stiffness implementation bodies no longer live there.
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- Preserved `drilling_stiffness_scale = 1.0e-3`, the minimum-positive-physical-local-diagonal drilling policy, `2 x 2 x 2` integration, stiffness symmetry, internal-force `K_e u_e`, and all existing MITC4 patch/locking characterization behavior.
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- No parser, result schema, reference tolerance, S4R, reduced integration, hourglass, nonlinear, pressure-load, HDF5, MKL, or TBB behavior was added.
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- Remaining large groups in `fesa.hpp` are Assembly helpers (`buildReducedSparsePattern`, `recoverFullReaction`, assembly/project functions) and Analysis workflow.
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Verification:
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- First ran `python scripts\validate_workspace.py` after adding `fesa_mitc4_stiffness_module_tests`; it failed as expected because `fesa/Element/MITC4Stiffness.hpp` did not exist yet.
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- After extraction, `python scripts\validate_workspace.py` configured CMake, built `fesa_core`, `fesa_tests`, `fesa_core_module_tests`, `fesa_math_module_tests`, `fesa_io_module_tests`, `fesa_results_module_tests`, `fesa_element_module_tests`, and `fesa_mitc4_stiffness_module_tests`, and ran CTest successfully.
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- CTest result: 7 test executables passed.
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Follow-up:
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- Continue with P1A-08 Assembly and Analysis workflow extraction.
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- Keep R-014 open until P1A-09 independently accepts the final architecture alignment.
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- Keep R-010 and R-013 open; this refactor does not add Abaqus RF artifacts or additional stored reference cases.
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### 2026-05-05 - P1A-06 MITC4 geometry strain extraction completed
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Author: Codex
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@@ -1132,7 +1169,7 @@ Verification:
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- `python scripts/validate_workspace.py` ran, but reported no configured validation commands.
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## Known Blockers
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- Phase 1 architecture is not yet accepted: production code is concentrated in `include/fesa/fesa.hpp` instead of the `src/` module layout documented in `docs/ARCHITECTURE.md`.
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- Phase 1 architecture is not yet accepted: remaining Assembly and Analysis workflow code still lives in `include/fesa/fesa.hpp` instead of the module layout documented in `docs/ARCHITECTURE.md`.
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- No reaction-force reference artifact exists yet under `references/`.
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- The PRD target of three stored Phase 1 reference cases is not yet satisfied; only `quad_02_phase1` is an active stored displacement regression.
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- The current initial `quad_01.inp` reference contains `S4R`, `Part/Assembly/Instance`, `*Density`, and `NLGEOM=YES`, so it is not a Phase 1 parser acceptance case as-is.
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@@ -2,6 +2,8 @@
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#include "fesa/Element/MITC4Geometry.hpp"
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#include "fesa/Element/MITC4Kinematics.hpp"
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#include "fesa/Element/MITC4MaterialIntegration.hpp"
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#include "fesa/Element/MITC4Stiffness.hpp"
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#include "fesa/ModuleInfo.hpp"
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namespace fesa::module {
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@@ -1,35 +1,16 @@
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#pragma once
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#include "fesa/Element/MITC4Geometry.hpp"
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#include "fesa/Material/MITC4PlaneStressMaterial.hpp"
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#include <array>
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#include <cstddef>
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#include <string>
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#include <vector>
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namespace fesa {
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using MITC4ElementDofVector = std::array<Real, 24>;
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using MITC4StrainVector = std::array<Real, 6>;
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using MITC4StrainRow = std::array<Real, 24>;
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using MITC4MaterialMatrix = std::array<std::array<Real, 6>, 6>;
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enum class MITC4StrainComponent {
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Eps11 = 0,
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Eps22 = 1,
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Eps33 = 2,
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Gamma23 = 3,
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Gamma13 = 4,
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Gamma12 = 5
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};
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inline std::size_t strainComponentIndex(MITC4StrainComponent component) {
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return static_cast<std::size_t>(component);
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}
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inline std::array<std::string, 6> mitc4StrainComponentLabels() {
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return {"eps11", "eps22", "eps33", "gamma23", "gamma13", "gamma12"};
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}
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struct MITC4LocalRotations {
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Real alpha = 0.0;
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@@ -0,0 +1,182 @@
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#pragma once
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#include "fesa/Element/MITC4Kinematics.hpp"
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#include "fesa/Material/MITC4PlaneStressMaterial.hpp"
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#include <array>
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#include <cmath>
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#include <vector>
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namespace fesa {
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struct MITC4StrainTransform {
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MITC4MaterialMatrix matrix{};
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std::vector<Diagnostic> diagnostics;
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bool ok() const {
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return !hasError(diagnostics);
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}
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};
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struct MITC4IntegrationPoint {
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Real xi = 0.0;
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Real eta = 0.0;
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Real zeta = 0.0;
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Real weight = 0.0;
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};
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struct MITC4MaterialIntegrationSample {
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MITC4IntegrationPoint point;
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MITC4IntegrationBasis basis;
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MITC4StrainRows strain_rows;
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MITC4MaterialMatrix local_material{};
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MITC4MaterialMatrix strain_transform{};
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MITC4MaterialMatrix convected_material{};
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std::vector<Diagnostic> diagnostics;
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bool ok() const {
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return !hasError(diagnostics);
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}
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};
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struct MITC4MaterialIntegrationData {
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std::vector<MITC4MaterialIntegrationSample> samples;
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std::vector<Diagnostic> diagnostics;
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bool ok() const {
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return !hasError(diagnostics);
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}
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};
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inline std::array<MITC4IntegrationPoint, 8> mitc4GaussQuadrature2x2x2() {
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const Real gauss = 1.0 / std::sqrt(3.0);
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const std::array<Real, 2> points = {-gauss, gauss};
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std::array<MITC4IntegrationPoint, 8> integration_points{};
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std::size_t index = 0;
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for (Real xi : points) {
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for (Real eta : points) {
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for (Real zeta : points) {
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integration_points[index++] = {xi, eta, zeta, 1.0};
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}
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}
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}
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return integration_points;
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}
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inline std::array<std::array<Real, 3>, 3> mitc4TensorFromEngineeringComponent(std::size_t component) {
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std::array<std::array<Real, 3>, 3> tensor{};
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switch (static_cast<MITC4StrainComponent>(component)) {
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case MITC4StrainComponent::Eps11:
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tensor[0][0] = 1.0;
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break;
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case MITC4StrainComponent::Eps22:
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tensor[1][1] = 1.0;
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break;
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case MITC4StrainComponent::Eps33:
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tensor[2][2] = 1.0;
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break;
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case MITC4StrainComponent::Gamma23:
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tensor[1][2] = 0.5;
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tensor[2][1] = 0.5;
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break;
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case MITC4StrainComponent::Gamma13:
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tensor[0][2] = 0.5;
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tensor[2][0] = 0.5;
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break;
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case MITC4StrainComponent::Gamma12:
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tensor[0][1] = 0.5;
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tensor[1][0] = 0.5;
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break;
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}
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return tensor;
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}
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inline MITC4StrainVector mitc4EngineeringVectorFromTensor(const std::array<std::array<Real, 3>, 3>& tensor) {
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MITC4StrainVector vector{};
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vector[strainComponentIndex(MITC4StrainComponent::Eps11)] = tensor[0][0];
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vector[strainComponentIndex(MITC4StrainComponent::Eps22)] = tensor[1][1];
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vector[strainComponentIndex(MITC4StrainComponent::Eps33)] = tensor[2][2];
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vector[strainComponentIndex(MITC4StrainComponent::Gamma23)] = 2.0 * tensor[1][2];
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vector[strainComponentIndex(MITC4StrainComponent::Gamma13)] = 2.0 * tensor[0][2];
|
||||
vector[strainComponentIndex(MITC4StrainComponent::Gamma12)] = 2.0 * tensor[0][1];
|
||||
return vector;
|
||||
}
|
||||
|
||||
inline MITC4StrainTransform mitc4CovariantToLocalStrainTransform(const MITC4IntegrationBasis& basis,
|
||||
Real tolerance = 1.0e-12) {
|
||||
MITC4StrainTransform result;
|
||||
result.diagnostics = basis.diagnostics;
|
||||
const Real jacobian = dot(cross(basis.g1, basis.g2), basis.g3);
|
||||
if (!isFinite(jacobian) || std::fabs(jacobian) <= tolerance) {
|
||||
result.diagnostics.push_back(
|
||||
mitc4Diagnostic("FESA-MITC4-SINGULAR-JACOBIAN", "MITC4 material transform Jacobian is near zero"));
|
||||
return result;
|
||||
}
|
||||
if (hasError(result.diagnostics)) {
|
||||
return result;
|
||||
}
|
||||
|
||||
const std::array<Vec3, 3> contravariant = {
|
||||
(1.0 / jacobian) * cross(basis.g2, basis.g3),
|
||||
(1.0 / jacobian) * cross(basis.g3, basis.g1),
|
||||
(1.0 / jacobian) * cross(basis.g1, basis.g2)};
|
||||
const std::array<Vec3, 3> local = {basis.local.e1, basis.local.e2, basis.local.e3};
|
||||
std::array<std::array<Real, 3>, 3> direction_cosines{};
|
||||
for (std::size_t local_axis = 0; local_axis < 3; ++local_axis) {
|
||||
for (std::size_t convected_axis = 0; convected_axis < 3; ++convected_axis) {
|
||||
direction_cosines[local_axis][convected_axis] = dot(local[local_axis], contravariant[convected_axis]);
|
||||
}
|
||||
}
|
||||
|
||||
for (std::size_t column = 0; column < 6; ++column) {
|
||||
const auto covariant_tensor = mitc4TensorFromEngineeringComponent(column);
|
||||
std::array<std::array<Real, 3>, 3> local_tensor{};
|
||||
for (std::size_t a = 0; a < 3; ++a) {
|
||||
for (std::size_t b = 0; b < 3; ++b) {
|
||||
for (std::size_t i = 0; i < 3; ++i) {
|
||||
for (std::size_t j = 0; j < 3; ++j) {
|
||||
local_tensor[a][b] += direction_cosines[a][i] * direction_cosines[b][j] * covariant_tensor[i][j];
|
||||
}
|
||||
}
|
||||
}
|
||||
}
|
||||
const auto local_vector = mitc4EngineeringVectorFromTensor(local_tensor);
|
||||
for (std::size_t row = 0; row < 6; ++row) {
|
||||
result.matrix[row][column] = local_vector[row];
|
||||
}
|
||||
}
|
||||
return result;
|
||||
}
|
||||
|
||||
inline MITC4MaterialIntegrationData mitc4BuildMaterialIntegrationData(const MITC4Geometry& geometry,
|
||||
Real elastic_modulus,
|
||||
Real poisson_ratio,
|
||||
Real shear_correction = 5.0 / 6.0) {
|
||||
MITC4MaterialIntegrationData data;
|
||||
const auto material = mitc4PlaneStressMaterialMatrix(elastic_modulus, poisson_ratio, shear_correction);
|
||||
appendDiagnostics(data.diagnostics, material.diagnostics);
|
||||
if (hasError(data.diagnostics)) {
|
||||
return data;
|
||||
}
|
||||
|
||||
for (const MITC4IntegrationPoint& point : mitc4GaussQuadrature2x2x2()) {
|
||||
MITC4MaterialIntegrationSample sample;
|
||||
sample.point = point;
|
||||
sample.local_material = material.matrix;
|
||||
sample.basis = computeMITC4IntegrationBasis(geometry, point.xi, point.eta, point.zeta);
|
||||
appendDiagnostics(sample.diagnostics, sample.basis.diagnostics);
|
||||
const auto transform = mitc4CovariantToLocalStrainTransform(sample.basis);
|
||||
sample.strain_transform = transform.matrix;
|
||||
appendDiagnostics(sample.diagnostics, transform.diagnostics);
|
||||
sample.strain_rows = mitc4TiedCovariantStrainRows(geometry, point.xi, point.eta, point.zeta);
|
||||
appendDiagnostics(sample.diagnostics, sample.strain_rows.diagnostics);
|
||||
if (!hasError(sample.diagnostics)) {
|
||||
sample.convected_material = mitc4TransformMaterialMatrix(sample.local_material, sample.strain_transform);
|
||||
}
|
||||
appendDiagnostics(data.diagnostics, sample.diagnostics);
|
||||
data.samples.push_back(sample);
|
||||
}
|
||||
return data;
|
||||
}
|
||||
|
||||
} // namespace fesa
|
||||
@@ -0,0 +1,228 @@
|
||||
#pragma once
|
||||
|
||||
#include "fesa/Element/MITC4MaterialIntegration.hpp"
|
||||
#include "fesa/Math/Math.hpp"
|
||||
|
||||
#include <algorithm>
|
||||
#include <array>
|
||||
#include <limits>
|
||||
#include <stdexcept>
|
||||
#include <vector>
|
||||
|
||||
namespace fesa {
|
||||
|
||||
struct ElementStiffnessOptions {
|
||||
Real drilling_stiffness_scale = 1.0e-3;
|
||||
};
|
||||
|
||||
struct MITC4DrillingStabilizationResult {
|
||||
DenseMatrix local_with_drilling;
|
||||
Real reference_diagonal = 0.0;
|
||||
Real drilling_stiffness = 0.0;
|
||||
Real drilling_stiffness_scale = 0.0;
|
||||
std::vector<Diagnostic> diagnostics;
|
||||
|
||||
bool ok() const {
|
||||
return !hasError(diagnostics);
|
||||
}
|
||||
};
|
||||
|
||||
struct MITC4ElementStiffnessResult {
|
||||
DenseMatrix local_without_drilling;
|
||||
DenseMatrix local_with_drilling;
|
||||
DenseMatrix global;
|
||||
std::size_t integration_point_count = 0;
|
||||
Real drilling_reference_diagonal = 0.0;
|
||||
Real drilling_stiffness = 0.0;
|
||||
Real drilling_stiffness_scale = 0.0;
|
||||
std::vector<Diagnostic> diagnostics;
|
||||
|
||||
bool ok() const {
|
||||
return !hasError(diagnostics);
|
||||
}
|
||||
};
|
||||
|
||||
inline DenseMatrix mitc4LocalDofTransform(const MITC4Geometry& geometry) {
|
||||
DenseMatrix transform(24, 24);
|
||||
for (LocalIndex node = 0; node < 4; ++node) {
|
||||
const LocalIndex base = 6 * node;
|
||||
const auto& frame = geometry.nodal_frames[static_cast<std::size_t>(node)];
|
||||
const std::array<Vec3, 3> axes = {frame.v1, frame.v2, frame.vn};
|
||||
for (LocalIndex local_axis = 0; local_axis < 3; ++local_axis) {
|
||||
const Vec3 axis = axes[static_cast<std::size_t>(local_axis)];
|
||||
transform(base + local_axis, base + 0) = axis.x;
|
||||
transform(base + local_axis, base + 1) = axis.y;
|
||||
transform(base + local_axis, base + 2) = axis.z;
|
||||
transform(base + 3 + local_axis, base + 3) = axis.x;
|
||||
transform(base + 3 + local_axis, base + 4) = axis.y;
|
||||
transform(base + 3 + local_axis, base + 5) = axis.z;
|
||||
}
|
||||
}
|
||||
return transform;
|
||||
}
|
||||
|
||||
inline MITC4StrainRows mitc4TransformStrainRowsToLocalDofs(const MITC4StrainRows& global_rows,
|
||||
const DenseMatrix& local_dof_transform) {
|
||||
MITC4StrainRows local_rows;
|
||||
local_rows.diagnostics = global_rows.diagnostics;
|
||||
if (hasError(local_rows.diagnostics)) {
|
||||
return local_rows;
|
||||
}
|
||||
for (std::size_t component = 0; component < 6; ++component) {
|
||||
for (LocalIndex local_dof = 0; local_dof < 24; ++local_dof) {
|
||||
Real value = 0.0;
|
||||
for (LocalIndex global_dof = 0; global_dof < 24; ++global_dof) {
|
||||
value += global_rows.rows[component][static_cast<std::size_t>(global_dof)] *
|
||||
local_dof_transform(local_dof, global_dof);
|
||||
}
|
||||
local_rows.rows[component][static_cast<std::size_t>(local_dof)] = value;
|
||||
}
|
||||
}
|
||||
return local_rows;
|
||||
}
|
||||
|
||||
inline void accumulateMITC4BtDB(DenseMatrix& stiffness, const MITC4StrainRows& rows,
|
||||
const MITC4MaterialMatrix& material, Real factor) {
|
||||
for (LocalIndex i = 0; i < 24; ++i) {
|
||||
for (LocalIndex j = 0; j < 24; ++j) {
|
||||
Real value = 0.0;
|
||||
for (std::size_t a = 0; a < 6; ++a) {
|
||||
for (std::size_t b = 0; b < 6; ++b) {
|
||||
value += rows.rows[a][static_cast<std::size_t>(i)] * material[a][b] *
|
||||
rows.rows[b][static_cast<std::size_t>(j)];
|
||||
}
|
||||
}
|
||||
stiffness.add(i, j, value * factor);
|
||||
}
|
||||
}
|
||||
}
|
||||
|
||||
inline Real mitc4MinimumPositivePhysicalLocalDiagonal(const DenseMatrix& local_without_drilling,
|
||||
Real tolerance = 1.0e-12) {
|
||||
Real minimum = std::numeric_limits<Real>::infinity();
|
||||
for (LocalIndex node = 0; node < 4; ++node) {
|
||||
for (LocalIndex local_dof = 0; local_dof < 5; ++local_dof) {
|
||||
const Real diagonal = local_without_drilling(6 * node + local_dof, 6 * node + local_dof);
|
||||
if (isFinite(diagonal) && diagonal > tolerance) {
|
||||
minimum = std::min(minimum, diagonal);
|
||||
}
|
||||
}
|
||||
}
|
||||
return minimum;
|
||||
}
|
||||
|
||||
inline MITC4DrillingStabilizationResult mitc4ApplyDrillingStabilization(const DenseMatrix& local_without_drilling,
|
||||
Real drilling_stiffness_scale,
|
||||
Real tolerance = 1.0e-12) {
|
||||
MITC4DrillingStabilizationResult result;
|
||||
result.local_with_drilling = local_without_drilling;
|
||||
result.drilling_stiffness_scale = drilling_stiffness_scale;
|
||||
if (!isFinite(drilling_stiffness_scale) || drilling_stiffness_scale < 0.0) {
|
||||
result.diagnostics.push_back(
|
||||
mitc4Diagnostic("FESA-MITC4-DRILLING-SCALE", "MITC4 drilling stiffness scale must be non-negative and finite"));
|
||||
return result;
|
||||
}
|
||||
|
||||
result.reference_diagonal = mitc4MinimumPositivePhysicalLocalDiagonal(local_without_drilling, tolerance);
|
||||
if (!isFinite(result.reference_diagonal)) {
|
||||
result.diagnostics.push_back(mitc4Diagnostic("FESA-MITC4-DRILLING-REFERENCE",
|
||||
"MITC4 drilling stiffness reference diagonal is not positive"));
|
||||
return result;
|
||||
}
|
||||
|
||||
result.drilling_stiffness = drilling_stiffness_scale * result.reference_diagonal;
|
||||
for (LocalIndex node = 0; node < 4; ++node) {
|
||||
const LocalIndex gamma = 6 * node + 5;
|
||||
result.local_with_drilling.add(gamma, gamma, result.drilling_stiffness);
|
||||
}
|
||||
return result;
|
||||
}
|
||||
|
||||
inline DenseMatrix mitc4TransformLocalStiffnessToGlobal(const DenseMatrix& local_stiffness,
|
||||
const DenseMatrix& local_dof_transform) {
|
||||
DenseMatrix global(24, 24);
|
||||
for (LocalIndex i = 0; i < 24; ++i) {
|
||||
for (LocalIndex j = 0; j < 24; ++j) {
|
||||
Real value = 0.0;
|
||||
for (LocalIndex a = 0; a < 24; ++a) {
|
||||
for (LocalIndex b = 0; b < 24; ++b) {
|
||||
value += local_dof_transform(a, i) * local_stiffness(a, b) * local_dof_transform(b, j);
|
||||
}
|
||||
}
|
||||
global(i, j) = value;
|
||||
}
|
||||
}
|
||||
return global;
|
||||
}
|
||||
|
||||
inline MITC4ElementStiffnessResult mitc4ElementStiffness(const std::array<Vec3, 4>& coordinates,
|
||||
Real elastic_modulus, Real poisson_ratio, Real thickness,
|
||||
ElementStiffnessOptions options = {}) {
|
||||
MITC4ElementStiffnessResult result;
|
||||
result.local_without_drilling = DenseMatrix(24, 24);
|
||||
result.local_with_drilling = DenseMatrix(24, 24);
|
||||
result.global = DenseMatrix(24, 24);
|
||||
result.drilling_stiffness_scale = options.drilling_stiffness_scale;
|
||||
|
||||
const MITC4Geometry geometry = buildMITC4Geometry(coordinates, thickness);
|
||||
appendDiagnostics(result.diagnostics, geometry.diagnostics);
|
||||
if (hasError(result.diagnostics)) {
|
||||
return result;
|
||||
}
|
||||
|
||||
const MITC4MaterialIntegrationData integration =
|
||||
mitc4BuildMaterialIntegrationData(geometry, elastic_modulus, poisson_ratio);
|
||||
appendDiagnostics(result.diagnostics, integration.diagnostics);
|
||||
if (hasError(result.diagnostics)) {
|
||||
return result;
|
||||
}
|
||||
result.integration_point_count = integration.samples.size();
|
||||
|
||||
const DenseMatrix local_dof_transform = mitc4LocalDofTransform(geometry);
|
||||
for (const MITC4MaterialIntegrationSample& sample : integration.samples) {
|
||||
const MITC4StrainRows local_rows =
|
||||
mitc4TransformStrainRowsToLocalDofs(sample.strain_rows, local_dof_transform);
|
||||
appendDiagnostics(result.diagnostics, local_rows.diagnostics);
|
||||
if (hasError(result.diagnostics)) {
|
||||
return result;
|
||||
}
|
||||
const Real factor = std::fabs(sample.basis.jacobian) * sample.point.weight;
|
||||
accumulateMITC4BtDB(result.local_without_drilling, local_rows, sample.convected_material, factor);
|
||||
}
|
||||
|
||||
const auto drilling = mitc4ApplyDrillingStabilization(result.local_without_drilling, options.drilling_stiffness_scale);
|
||||
appendDiagnostics(result.diagnostics, drilling.diagnostics);
|
||||
result.local_with_drilling = drilling.local_with_drilling;
|
||||
result.drilling_reference_diagonal = drilling.reference_diagonal;
|
||||
result.drilling_stiffness = drilling.drilling_stiffness;
|
||||
result.drilling_stiffness_scale = drilling.drilling_stiffness_scale;
|
||||
if (hasError(result.diagnostics)) {
|
||||
return result;
|
||||
}
|
||||
|
||||
result.global = mitc4TransformLocalStiffnessToGlobal(result.local_with_drilling, local_dof_transform);
|
||||
return result;
|
||||
}
|
||||
|
||||
inline std::vector<Real> mitc4ElementInternalForce(const MITC4ElementStiffnessResult& stiffness,
|
||||
const std::vector<Real>& element_displacement) {
|
||||
if (stiffness.global.rows() != static_cast<LocalIndex>(element_displacement.size())) {
|
||||
throw std::runtime_error("MITC4 internal force size mismatch");
|
||||
}
|
||||
return stiffness.global.multiply(element_displacement);
|
||||
}
|
||||
|
||||
class MITC4ElementKernel {
|
||||
public:
|
||||
DenseMatrix stiffness(const std::array<Vec3, 4>& coordinates, Real elastic_modulus, Real poisson_ratio, Real thickness,
|
||||
ElementStiffnessOptions options = {}) const {
|
||||
const auto result = mitc4ElementStiffness(coordinates, elastic_modulus, poisson_ratio, thickness, options);
|
||||
if (!result.ok()) {
|
||||
throw std::runtime_error(result.diagnostics.empty() ? "invalid MITC4 stiffness"
|
||||
: result.diagnostics.front().message);
|
||||
}
|
||||
return result.global;
|
||||
}
|
||||
};
|
||||
|
||||
} // namespace fesa
|
||||
@@ -0,0 +1,121 @@
|
||||
#pragma once
|
||||
|
||||
#include "fesa/Math/Vector.hpp"
|
||||
#include "fesa/Util/Diagnostics.hpp"
|
||||
|
||||
#include <array>
|
||||
#include <cstddef>
|
||||
#include <string>
|
||||
#include <utility>
|
||||
#include <vector>
|
||||
|
||||
namespace fesa {
|
||||
|
||||
using MITC4StrainVector = std::array<Real, 6>;
|
||||
using MITC4MaterialMatrix = std::array<std::array<Real, 6>, 6>;
|
||||
|
||||
enum class MITC4StrainComponent {
|
||||
Eps11 = 0,
|
||||
Eps22 = 1,
|
||||
Eps33 = 2,
|
||||
Gamma23 = 3,
|
||||
Gamma13 = 4,
|
||||
Gamma12 = 5
|
||||
};
|
||||
|
||||
inline std::size_t strainComponentIndex(MITC4StrainComponent component) {
|
||||
return static_cast<std::size_t>(component);
|
||||
}
|
||||
|
||||
inline std::array<std::string, 6> mitc4StrainComponentLabels() {
|
||||
return {"eps11", "eps22", "eps33", "gamma23", "gamma13", "gamma12"};
|
||||
}
|
||||
|
||||
struct MITC4MaterialMatrixEvaluation {
|
||||
MITC4MaterialMatrix matrix{};
|
||||
std::vector<Diagnostic> diagnostics;
|
||||
|
||||
bool ok() const {
|
||||
return !hasError(diagnostics);
|
||||
}
|
||||
};
|
||||
|
||||
inline Diagnostic mitc4MaterialDiagnostic(std::string code, std::string message) {
|
||||
return makeDiagnostic(Severity::Error, std::move(code), std::move(message), "mitc4", "<element>", 0);
|
||||
}
|
||||
|
||||
inline MITC4MaterialMatrixEvaluation mitc4PlaneStressMaterialMatrix(Real elastic_modulus, Real poisson_ratio,
|
||||
Real shear_correction = 5.0 / 6.0,
|
||||
Real tolerance = 1.0e-12) {
|
||||
MITC4MaterialMatrixEvaluation result;
|
||||
if (!isFinite(elastic_modulus) || elastic_modulus <= tolerance) {
|
||||
result.diagnostics.push_back(
|
||||
mitc4MaterialDiagnostic("FESA-MITC4-MATERIAL", "MITC4 elastic modulus must be positive and finite"));
|
||||
}
|
||||
if (!isFinite(poisson_ratio) || poisson_ratio <= -1.0 || poisson_ratio >= 0.5) {
|
||||
result.diagnostics.push_back(
|
||||
mitc4MaterialDiagnostic("FESA-MITC4-POISSON", "MITC4 isotropic Poisson ratio must satisfy -1 < nu < 0.5"));
|
||||
}
|
||||
if (!isFinite(shear_correction) || shear_correction <= tolerance) {
|
||||
result.diagnostics.push_back(mitc4MaterialDiagnostic("FESA-MITC4-SHEAR-CORRECTION",
|
||||
"MITC4 shear correction factor must be positive and finite"));
|
||||
}
|
||||
if (hasError(result.diagnostics)) {
|
||||
return result;
|
||||
}
|
||||
|
||||
const Real scale = elastic_modulus / (1.0 - poisson_ratio * poisson_ratio);
|
||||
const Real shear_modulus = elastic_modulus / (2.0 * (1.0 + poisson_ratio));
|
||||
const std::size_t eps11 = strainComponentIndex(MITC4StrainComponent::Eps11);
|
||||
const std::size_t eps22 = strainComponentIndex(MITC4StrainComponent::Eps22);
|
||||
const std::size_t gamma23 = strainComponentIndex(MITC4StrainComponent::Gamma23);
|
||||
const std::size_t gamma13 = strainComponentIndex(MITC4StrainComponent::Gamma13);
|
||||
const std::size_t gamma12 = strainComponentIndex(MITC4StrainComponent::Gamma12);
|
||||
|
||||
result.matrix[eps11][eps11] = scale;
|
||||
result.matrix[eps11][eps22] = poisson_ratio * scale;
|
||||
result.matrix[eps22][eps11] = poisson_ratio * scale;
|
||||
result.matrix[eps22][eps22] = scale;
|
||||
result.matrix[gamma23][gamma23] = shear_correction * shear_modulus;
|
||||
result.matrix[gamma13][gamma13] = shear_correction * shear_modulus;
|
||||
result.matrix[gamma12][gamma12] = shear_modulus;
|
||||
return result;
|
||||
}
|
||||
|
||||
inline MITC4StrainVector multiplyMITC4MaterialMatrix(const MITC4MaterialMatrix& matrix,
|
||||
const MITC4StrainVector& vector) {
|
||||
MITC4StrainVector result{};
|
||||
for (std::size_t row = 0; row < 6; ++row) {
|
||||
for (std::size_t col = 0; col < 6; ++col) {
|
||||
result[row] += matrix[row][col] * vector[col];
|
||||
}
|
||||
}
|
||||
return result;
|
||||
}
|
||||
|
||||
inline Real dotMITC4Vector(const MITC4StrainVector& a, const MITC4StrainVector& b) {
|
||||
Real result = 0.0;
|
||||
for (std::size_t i = 0; i < 6; ++i) {
|
||||
result += a[i] * b[i];
|
||||
}
|
||||
return result;
|
||||
}
|
||||
|
||||
inline MITC4MaterialMatrix mitc4TransformMaterialMatrix(const MITC4MaterialMatrix& local_material,
|
||||
const MITC4MaterialMatrix& covariant_to_local) {
|
||||
MITC4MaterialMatrix result{};
|
||||
for (std::size_t i = 0; i < 6; ++i) {
|
||||
for (std::size_t j = 0; j < 6; ++j) {
|
||||
Real value = 0.0;
|
||||
for (std::size_t a = 0; a < 6; ++a) {
|
||||
for (std::size_t b = 0; b < 6; ++b) {
|
||||
value += covariant_to_local[a][i] * local_material[a][b] * covariant_to_local[b][j];
|
||||
}
|
||||
}
|
||||
result[i][j] = value;
|
||||
}
|
||||
}
|
||||
return result;
|
||||
}
|
||||
|
||||
} // namespace fesa
|
||||
@@ -1,5 +1,6 @@
|
||||
#pragma once
|
||||
|
||||
#include "fesa/Material/MITC4PlaneStressMaterial.hpp"
|
||||
#include "fesa/ModuleInfo.hpp"
|
||||
|
||||
namespace fesa::module {
|
||||
|
||||
+13
-471
@@ -5,6 +5,7 @@
|
||||
#include "fesa/Element/Element.hpp"
|
||||
#include "fesa/IO/IO.hpp"
|
||||
#include "fesa/Load/Load.hpp"
|
||||
#include "fesa/Material/Material.hpp"
|
||||
#include "fesa/Math/Math.hpp"
|
||||
#include "fesa/ModuleInfo.hpp"
|
||||
#include "fesa/Property/Property.hpp"
|
||||
@@ -57,7 +58,9 @@ inline SparsePattern buildReducedSparsePattern(const Domain& domain, const DofMa
|
||||
return pattern;
|
||||
}
|
||||
|
||||
inline std::vector<Real> recoverFullReaction(const DenseMatrix& k_full, const std::vector<Real>& u_full, const std::vector<Real>& f_full) {
|
||||
inline std::vector<Real> recoverFullReaction(const DenseMatrix& k_full,
|
||||
const std::vector<Real>& u_full,
|
||||
const std::vector<Real>& f_full) {
|
||||
if (k_full.rows() != k_full.cols() || static_cast<LocalIndex>(u_full.size()) != k_full.cols() ||
|
||||
static_cast<LocalIndex>(f_full.size()) != k_full.rows()) {
|
||||
throw std::runtime_error("full reaction size mismatch");
|
||||
@@ -69,471 +72,6 @@ inline std::vector<Real> recoverFullReaction(const DenseMatrix& k_full, const st
|
||||
return reaction;
|
||||
}
|
||||
|
||||
struct MITC4MaterialMatrixEvaluation {
|
||||
MITC4MaterialMatrix matrix{};
|
||||
std::vector<Diagnostic> diagnostics;
|
||||
|
||||
bool ok() const {
|
||||
return !hasError(diagnostics);
|
||||
}
|
||||
};
|
||||
|
||||
struct MITC4StrainTransform {
|
||||
MITC4MaterialMatrix matrix{};
|
||||
std::vector<Diagnostic> diagnostics;
|
||||
|
||||
bool ok() const {
|
||||
return !hasError(diagnostics);
|
||||
}
|
||||
};
|
||||
|
||||
struct MITC4IntegrationPoint {
|
||||
Real xi = 0.0;
|
||||
Real eta = 0.0;
|
||||
Real zeta = 0.0;
|
||||
Real weight = 0.0;
|
||||
};
|
||||
|
||||
struct MITC4MaterialIntegrationSample {
|
||||
MITC4IntegrationPoint point;
|
||||
MITC4IntegrationBasis basis;
|
||||
MITC4StrainRows strain_rows;
|
||||
MITC4MaterialMatrix local_material{};
|
||||
MITC4MaterialMatrix strain_transform{};
|
||||
MITC4MaterialMatrix convected_material{};
|
||||
std::vector<Diagnostic> diagnostics;
|
||||
|
||||
bool ok() const {
|
||||
return !hasError(diagnostics);
|
||||
}
|
||||
};
|
||||
|
||||
struct MITC4MaterialIntegrationData {
|
||||
std::vector<MITC4MaterialIntegrationSample> samples;
|
||||
std::vector<Diagnostic> diagnostics;
|
||||
|
||||
bool ok() const {
|
||||
return !hasError(diagnostics);
|
||||
}
|
||||
};
|
||||
|
||||
inline std::array<MITC4IntegrationPoint, 8> mitc4GaussQuadrature2x2x2() {
|
||||
const Real gauss = 1.0 / std::sqrt(3.0);
|
||||
const std::array<Real, 2> points = {-gauss, gauss};
|
||||
std::array<MITC4IntegrationPoint, 8> integration_points{};
|
||||
std::size_t index = 0;
|
||||
for (Real xi : points) {
|
||||
for (Real eta : points) {
|
||||
for (Real zeta : points) {
|
||||
integration_points[index++] = {xi, eta, zeta, 1.0};
|
||||
}
|
||||
}
|
||||
}
|
||||
return integration_points;
|
||||
}
|
||||
|
||||
inline MITC4MaterialMatrixEvaluation mitc4PlaneStressMaterialMatrix(Real elastic_modulus, Real poisson_ratio,
|
||||
Real shear_correction = 5.0 / 6.0,
|
||||
Real tolerance = 1.0e-12) {
|
||||
MITC4MaterialMatrixEvaluation result;
|
||||
if (!isFinite(elastic_modulus) || elastic_modulus <= tolerance) {
|
||||
result.diagnostics.push_back(
|
||||
mitc4Diagnostic("FESA-MITC4-MATERIAL", "MITC4 elastic modulus must be positive and finite"));
|
||||
}
|
||||
if (!isFinite(poisson_ratio) || poisson_ratio <= -1.0 || poisson_ratio >= 0.5) {
|
||||
result.diagnostics.push_back(
|
||||
mitc4Diagnostic("FESA-MITC4-POISSON", "MITC4 isotropic Poisson ratio must satisfy -1 < nu < 0.5"));
|
||||
}
|
||||
if (!isFinite(shear_correction) || shear_correction <= tolerance) {
|
||||
result.diagnostics.push_back(
|
||||
mitc4Diagnostic("FESA-MITC4-SHEAR-CORRECTION", "MITC4 shear correction factor must be positive and finite"));
|
||||
}
|
||||
if (hasError(result.diagnostics)) {
|
||||
return result;
|
||||
}
|
||||
|
||||
const Real scale = elastic_modulus / (1.0 - poisson_ratio * poisson_ratio);
|
||||
const Real shear_modulus = elastic_modulus / (2.0 * (1.0 + poisson_ratio));
|
||||
const std::size_t eps11 = strainComponentIndex(MITC4StrainComponent::Eps11);
|
||||
const std::size_t eps22 = strainComponentIndex(MITC4StrainComponent::Eps22);
|
||||
const std::size_t gamma23 = strainComponentIndex(MITC4StrainComponent::Gamma23);
|
||||
const std::size_t gamma13 = strainComponentIndex(MITC4StrainComponent::Gamma13);
|
||||
const std::size_t gamma12 = strainComponentIndex(MITC4StrainComponent::Gamma12);
|
||||
|
||||
result.matrix[eps11][eps11] = scale;
|
||||
result.matrix[eps11][eps22] = poisson_ratio * scale;
|
||||
result.matrix[eps22][eps11] = poisson_ratio * scale;
|
||||
result.matrix[eps22][eps22] = scale;
|
||||
result.matrix[gamma23][gamma23] = shear_correction * shear_modulus;
|
||||
result.matrix[gamma13][gamma13] = shear_correction * shear_modulus;
|
||||
result.matrix[gamma12][gamma12] = shear_modulus;
|
||||
return result;
|
||||
}
|
||||
|
||||
inline MITC4StrainVector multiplyMITC4MaterialMatrix(const MITC4MaterialMatrix& matrix, const MITC4StrainVector& vector) {
|
||||
MITC4StrainVector result{};
|
||||
for (std::size_t row = 0; row < 6; ++row) {
|
||||
for (std::size_t col = 0; col < 6; ++col) {
|
||||
result[row] += matrix[row][col] * vector[col];
|
||||
}
|
||||
}
|
||||
return result;
|
||||
}
|
||||
|
||||
inline Real dotMITC4Vector(const MITC4StrainVector& a, const MITC4StrainVector& b) {
|
||||
Real result = 0.0;
|
||||
for (std::size_t i = 0; i < 6; ++i) {
|
||||
result += a[i] * b[i];
|
||||
}
|
||||
return result;
|
||||
}
|
||||
|
||||
inline MITC4MaterialMatrix mitc4TransformMaterialMatrix(const MITC4MaterialMatrix& local_material,
|
||||
const MITC4MaterialMatrix& covariant_to_local) {
|
||||
MITC4MaterialMatrix result{};
|
||||
for (std::size_t i = 0; i < 6; ++i) {
|
||||
for (std::size_t j = 0; j < 6; ++j) {
|
||||
Real value = 0.0;
|
||||
for (std::size_t a = 0; a < 6; ++a) {
|
||||
for (std::size_t b = 0; b < 6; ++b) {
|
||||
value += covariant_to_local[a][i] * local_material[a][b] * covariant_to_local[b][j];
|
||||
}
|
||||
}
|
||||
result[i][j] = value;
|
||||
}
|
||||
}
|
||||
return result;
|
||||
}
|
||||
|
||||
inline std::array<std::array<Real, 3>, 3> mitc4TensorFromEngineeringComponent(std::size_t component) {
|
||||
std::array<std::array<Real, 3>, 3> tensor{};
|
||||
switch (static_cast<MITC4StrainComponent>(component)) {
|
||||
case MITC4StrainComponent::Eps11:
|
||||
tensor[0][0] = 1.0;
|
||||
break;
|
||||
case MITC4StrainComponent::Eps22:
|
||||
tensor[1][1] = 1.0;
|
||||
break;
|
||||
case MITC4StrainComponent::Eps33:
|
||||
tensor[2][2] = 1.0;
|
||||
break;
|
||||
case MITC4StrainComponent::Gamma23:
|
||||
tensor[1][2] = 0.5;
|
||||
tensor[2][1] = 0.5;
|
||||
break;
|
||||
case MITC4StrainComponent::Gamma13:
|
||||
tensor[0][2] = 0.5;
|
||||
tensor[2][0] = 0.5;
|
||||
break;
|
||||
case MITC4StrainComponent::Gamma12:
|
||||
tensor[0][1] = 0.5;
|
||||
tensor[1][0] = 0.5;
|
||||
break;
|
||||
}
|
||||
return tensor;
|
||||
}
|
||||
|
||||
inline MITC4StrainVector mitc4EngineeringVectorFromTensor(const std::array<std::array<Real, 3>, 3>& tensor) {
|
||||
MITC4StrainVector vector{};
|
||||
vector[strainComponentIndex(MITC4StrainComponent::Eps11)] = tensor[0][0];
|
||||
vector[strainComponentIndex(MITC4StrainComponent::Eps22)] = tensor[1][1];
|
||||
vector[strainComponentIndex(MITC4StrainComponent::Eps33)] = tensor[2][2];
|
||||
vector[strainComponentIndex(MITC4StrainComponent::Gamma23)] = 2.0 * tensor[1][2];
|
||||
vector[strainComponentIndex(MITC4StrainComponent::Gamma13)] = 2.0 * tensor[0][2];
|
||||
vector[strainComponentIndex(MITC4StrainComponent::Gamma12)] = 2.0 * tensor[0][1];
|
||||
return vector;
|
||||
}
|
||||
|
||||
inline MITC4StrainTransform mitc4CovariantToLocalStrainTransform(const MITC4IntegrationBasis& basis,
|
||||
Real tolerance = 1.0e-12) {
|
||||
MITC4StrainTransform result;
|
||||
result.diagnostics = basis.diagnostics;
|
||||
const Real jacobian = dot(cross(basis.g1, basis.g2), basis.g3);
|
||||
if (!isFinite(jacobian) || std::fabs(jacobian) <= tolerance) {
|
||||
result.diagnostics.push_back(
|
||||
mitc4Diagnostic("FESA-MITC4-SINGULAR-JACOBIAN", "MITC4 material transform Jacobian is near zero"));
|
||||
return result;
|
||||
}
|
||||
if (hasError(result.diagnostics)) {
|
||||
return result;
|
||||
}
|
||||
|
||||
const std::array<Vec3, 3> contravariant = {
|
||||
(1.0 / jacobian) * cross(basis.g2, basis.g3),
|
||||
(1.0 / jacobian) * cross(basis.g3, basis.g1),
|
||||
(1.0 / jacobian) * cross(basis.g1, basis.g2)};
|
||||
const std::array<Vec3, 3> local = {basis.local.e1, basis.local.e2, basis.local.e3};
|
||||
std::array<std::array<Real, 3>, 3> direction_cosines{};
|
||||
for (std::size_t local_axis = 0; local_axis < 3; ++local_axis) {
|
||||
for (std::size_t convected_axis = 0; convected_axis < 3; ++convected_axis) {
|
||||
direction_cosines[local_axis][convected_axis] = dot(local[local_axis], contravariant[convected_axis]);
|
||||
}
|
||||
}
|
||||
|
||||
for (std::size_t column = 0; column < 6; ++column) {
|
||||
const auto covariant_tensor = mitc4TensorFromEngineeringComponent(column);
|
||||
std::array<std::array<Real, 3>, 3> local_tensor{};
|
||||
for (std::size_t a = 0; a < 3; ++a) {
|
||||
for (std::size_t b = 0; b < 3; ++b) {
|
||||
for (std::size_t i = 0; i < 3; ++i) {
|
||||
for (std::size_t j = 0; j < 3; ++j) {
|
||||
local_tensor[a][b] += direction_cosines[a][i] * direction_cosines[b][j] * covariant_tensor[i][j];
|
||||
}
|
||||
}
|
||||
}
|
||||
}
|
||||
const auto local_vector = mitc4EngineeringVectorFromTensor(local_tensor);
|
||||
for (std::size_t row = 0; row < 6; ++row) {
|
||||
result.matrix[row][column] = local_vector[row];
|
||||
}
|
||||
}
|
||||
return result;
|
||||
}
|
||||
|
||||
inline MITC4MaterialIntegrationData mitc4BuildMaterialIntegrationData(const MITC4Geometry& geometry, Real elastic_modulus,
|
||||
Real poisson_ratio,
|
||||
Real shear_correction = 5.0 / 6.0) {
|
||||
MITC4MaterialIntegrationData data;
|
||||
const auto material = mitc4PlaneStressMaterialMatrix(elastic_modulus, poisson_ratio, shear_correction);
|
||||
appendDiagnostics(data.diagnostics, material.diagnostics);
|
||||
if (hasError(data.diagnostics)) {
|
||||
return data;
|
||||
}
|
||||
|
||||
for (const MITC4IntegrationPoint& point : mitc4GaussQuadrature2x2x2()) {
|
||||
MITC4MaterialIntegrationSample sample;
|
||||
sample.point = point;
|
||||
sample.local_material = material.matrix;
|
||||
sample.basis = computeMITC4IntegrationBasis(geometry, point.xi, point.eta, point.zeta);
|
||||
appendDiagnostics(sample.diagnostics, sample.basis.diagnostics);
|
||||
const auto transform = mitc4CovariantToLocalStrainTransform(sample.basis);
|
||||
sample.strain_transform = transform.matrix;
|
||||
appendDiagnostics(sample.diagnostics, transform.diagnostics);
|
||||
sample.strain_rows = mitc4TiedCovariantStrainRows(geometry, point.xi, point.eta, point.zeta);
|
||||
appendDiagnostics(sample.diagnostics, sample.strain_rows.diagnostics);
|
||||
if (!hasError(sample.diagnostics)) {
|
||||
sample.convected_material = mitc4TransformMaterialMatrix(sample.local_material, sample.strain_transform);
|
||||
}
|
||||
appendDiagnostics(data.diagnostics, sample.diagnostics);
|
||||
data.samples.push_back(sample);
|
||||
}
|
||||
return data;
|
||||
}
|
||||
|
||||
struct ElementStiffnessOptions {
|
||||
Real drilling_stiffness_scale = 1.0e-3;
|
||||
};
|
||||
|
||||
struct MITC4DrillingStabilizationResult {
|
||||
DenseMatrix local_with_drilling;
|
||||
Real reference_diagonal = 0.0;
|
||||
Real drilling_stiffness = 0.0;
|
||||
Real drilling_stiffness_scale = 0.0;
|
||||
std::vector<Diagnostic> diagnostics;
|
||||
|
||||
bool ok() const {
|
||||
return !hasError(diagnostics);
|
||||
}
|
||||
};
|
||||
|
||||
struct MITC4ElementStiffnessResult {
|
||||
DenseMatrix local_without_drilling;
|
||||
DenseMatrix local_with_drilling;
|
||||
DenseMatrix global;
|
||||
std::size_t integration_point_count = 0;
|
||||
Real drilling_reference_diagonal = 0.0;
|
||||
Real drilling_stiffness = 0.0;
|
||||
Real drilling_stiffness_scale = 0.0;
|
||||
std::vector<Diagnostic> diagnostics;
|
||||
|
||||
bool ok() const {
|
||||
return !hasError(diagnostics);
|
||||
}
|
||||
};
|
||||
|
||||
inline DenseMatrix mitc4LocalDofTransform(const MITC4Geometry& geometry) {
|
||||
DenseMatrix transform(24, 24);
|
||||
for (LocalIndex node = 0; node < 4; ++node) {
|
||||
const LocalIndex base = 6 * node;
|
||||
const auto& frame = geometry.nodal_frames[static_cast<std::size_t>(node)];
|
||||
const std::array<Vec3, 3> axes = {frame.v1, frame.v2, frame.vn};
|
||||
for (LocalIndex local_axis = 0; local_axis < 3; ++local_axis) {
|
||||
const Vec3 axis = axes[static_cast<std::size_t>(local_axis)];
|
||||
transform(base + local_axis, base + 0) = axis.x;
|
||||
transform(base + local_axis, base + 1) = axis.y;
|
||||
transform(base + local_axis, base + 2) = axis.z;
|
||||
transform(base + 3 + local_axis, base + 3) = axis.x;
|
||||
transform(base + 3 + local_axis, base + 4) = axis.y;
|
||||
transform(base + 3 + local_axis, base + 5) = axis.z;
|
||||
}
|
||||
}
|
||||
return transform;
|
||||
}
|
||||
|
||||
inline MITC4StrainRows mitc4TransformStrainRowsToLocalDofs(const MITC4StrainRows& global_rows,
|
||||
const DenseMatrix& local_dof_transform) {
|
||||
MITC4StrainRows local_rows;
|
||||
local_rows.diagnostics = global_rows.diagnostics;
|
||||
if (hasError(local_rows.diagnostics)) {
|
||||
return local_rows;
|
||||
}
|
||||
for (std::size_t component = 0; component < 6; ++component) {
|
||||
for (LocalIndex local_dof = 0; local_dof < 24; ++local_dof) {
|
||||
Real value = 0.0;
|
||||
for (LocalIndex global_dof = 0; global_dof < 24; ++global_dof) {
|
||||
value += global_rows.rows[component][static_cast<std::size_t>(global_dof)] *
|
||||
local_dof_transform(local_dof, global_dof);
|
||||
}
|
||||
local_rows.rows[component][static_cast<std::size_t>(local_dof)] = value;
|
||||
}
|
||||
}
|
||||
return local_rows;
|
||||
}
|
||||
|
||||
inline void accumulateMITC4BtDB(DenseMatrix& stiffness, const MITC4StrainRows& rows,
|
||||
const MITC4MaterialMatrix& material, Real factor) {
|
||||
for (LocalIndex i = 0; i < 24; ++i) {
|
||||
for (LocalIndex j = 0; j < 24; ++j) {
|
||||
Real value = 0.0;
|
||||
for (std::size_t a = 0; a < 6; ++a) {
|
||||
for (std::size_t b = 0; b < 6; ++b) {
|
||||
value += rows.rows[a][static_cast<std::size_t>(i)] * material[a][b] *
|
||||
rows.rows[b][static_cast<std::size_t>(j)];
|
||||
}
|
||||
}
|
||||
stiffness.add(i, j, value * factor);
|
||||
}
|
||||
}
|
||||
}
|
||||
|
||||
inline Real mitc4MinimumPositivePhysicalLocalDiagonal(const DenseMatrix& local_without_drilling,
|
||||
Real tolerance = 1.0e-12) {
|
||||
Real minimum = std::numeric_limits<Real>::infinity();
|
||||
for (LocalIndex node = 0; node < 4; ++node) {
|
||||
for (LocalIndex local_dof = 0; local_dof < 5; ++local_dof) {
|
||||
const Real diagonal = local_without_drilling(6 * node + local_dof, 6 * node + local_dof);
|
||||
if (isFinite(diagonal) && diagonal > tolerance) {
|
||||
minimum = std::min(minimum, diagonal);
|
||||
}
|
||||
}
|
||||
}
|
||||
return minimum;
|
||||
}
|
||||
|
||||
inline MITC4DrillingStabilizationResult mitc4ApplyDrillingStabilization(const DenseMatrix& local_without_drilling,
|
||||
Real drilling_stiffness_scale,
|
||||
Real tolerance = 1.0e-12) {
|
||||
MITC4DrillingStabilizationResult result;
|
||||
result.local_with_drilling = local_without_drilling;
|
||||
result.drilling_stiffness_scale = drilling_stiffness_scale;
|
||||
if (!isFinite(drilling_stiffness_scale) || drilling_stiffness_scale < 0.0) {
|
||||
result.diagnostics.push_back(
|
||||
mitc4Diagnostic("FESA-MITC4-DRILLING-SCALE", "MITC4 drilling stiffness scale must be non-negative and finite"));
|
||||
return result;
|
||||
}
|
||||
|
||||
result.reference_diagonal = mitc4MinimumPositivePhysicalLocalDiagonal(local_without_drilling, tolerance);
|
||||
if (!isFinite(result.reference_diagonal)) {
|
||||
result.diagnostics.push_back(mitc4Diagnostic("FESA-MITC4-DRILLING-REFERENCE",
|
||||
"MITC4 drilling stiffness reference diagonal is not positive"));
|
||||
return result;
|
||||
}
|
||||
|
||||
result.drilling_stiffness = drilling_stiffness_scale * result.reference_diagonal;
|
||||
for (LocalIndex node = 0; node < 4; ++node) {
|
||||
const LocalIndex gamma = 6 * node + 5;
|
||||
result.local_with_drilling.add(gamma, gamma, result.drilling_stiffness);
|
||||
}
|
||||
return result;
|
||||
}
|
||||
|
||||
inline DenseMatrix mitc4TransformLocalStiffnessToGlobal(const DenseMatrix& local_stiffness,
|
||||
const DenseMatrix& local_dof_transform) {
|
||||
DenseMatrix global(24, 24);
|
||||
for (LocalIndex i = 0; i < 24; ++i) {
|
||||
for (LocalIndex j = 0; j < 24; ++j) {
|
||||
Real value = 0.0;
|
||||
for (LocalIndex a = 0; a < 24; ++a) {
|
||||
for (LocalIndex b = 0; b < 24; ++b) {
|
||||
value += local_dof_transform(a, i) * local_stiffness(a, b) * local_dof_transform(b, j);
|
||||
}
|
||||
}
|
||||
global(i, j) = value;
|
||||
}
|
||||
}
|
||||
return global;
|
||||
}
|
||||
|
||||
inline MITC4ElementStiffnessResult mitc4ElementStiffness(const std::array<Vec3, 4>& coordinates,
|
||||
Real elastic_modulus, Real poisson_ratio, Real thickness,
|
||||
ElementStiffnessOptions options = {}) {
|
||||
MITC4ElementStiffnessResult result;
|
||||
result.local_without_drilling = DenseMatrix(24, 24);
|
||||
result.local_with_drilling = DenseMatrix(24, 24);
|
||||
result.global = DenseMatrix(24, 24);
|
||||
result.drilling_stiffness_scale = options.drilling_stiffness_scale;
|
||||
|
||||
const MITC4Geometry geometry = buildMITC4Geometry(coordinates, thickness);
|
||||
appendDiagnostics(result.diagnostics, geometry.diagnostics);
|
||||
if (hasError(result.diagnostics)) {
|
||||
return result;
|
||||
}
|
||||
|
||||
const MITC4MaterialIntegrationData integration =
|
||||
mitc4BuildMaterialIntegrationData(geometry, elastic_modulus, poisson_ratio);
|
||||
appendDiagnostics(result.diagnostics, integration.diagnostics);
|
||||
if (hasError(result.diagnostics)) {
|
||||
return result;
|
||||
}
|
||||
result.integration_point_count = integration.samples.size();
|
||||
|
||||
const DenseMatrix local_dof_transform = mitc4LocalDofTransform(geometry);
|
||||
for (const MITC4MaterialIntegrationSample& sample : integration.samples) {
|
||||
const MITC4StrainRows local_rows =
|
||||
mitc4TransformStrainRowsToLocalDofs(sample.strain_rows, local_dof_transform);
|
||||
appendDiagnostics(result.diagnostics, local_rows.diagnostics);
|
||||
if (hasError(result.diagnostics)) {
|
||||
return result;
|
||||
}
|
||||
const Real factor = std::fabs(sample.basis.jacobian) * sample.point.weight;
|
||||
accumulateMITC4BtDB(result.local_without_drilling, local_rows, sample.convected_material, factor);
|
||||
}
|
||||
|
||||
const auto drilling = mitc4ApplyDrillingStabilization(result.local_without_drilling, options.drilling_stiffness_scale);
|
||||
appendDiagnostics(result.diagnostics, drilling.diagnostics);
|
||||
result.local_with_drilling = drilling.local_with_drilling;
|
||||
result.drilling_reference_diagonal = drilling.reference_diagonal;
|
||||
result.drilling_stiffness = drilling.drilling_stiffness;
|
||||
result.drilling_stiffness_scale = drilling.drilling_stiffness_scale;
|
||||
if (hasError(result.diagnostics)) {
|
||||
return result;
|
||||
}
|
||||
|
||||
result.global = mitc4TransformLocalStiffnessToGlobal(result.local_with_drilling, local_dof_transform);
|
||||
return result;
|
||||
}
|
||||
|
||||
inline std::vector<Real> mitc4ElementInternalForce(const MITC4ElementStiffnessResult& stiffness,
|
||||
const std::vector<Real>& element_displacement) {
|
||||
if (stiffness.global.rows() != static_cast<LocalIndex>(element_displacement.size())) {
|
||||
throw std::runtime_error("MITC4 internal force size mismatch");
|
||||
}
|
||||
return stiffness.global.multiply(element_displacement);
|
||||
}
|
||||
|
||||
class MITC4ElementKernel {
|
||||
public:
|
||||
DenseMatrix stiffness(const std::array<Vec3, 4>& coordinates, Real elastic_modulus, Real poisson_ratio, Real thickness,
|
||||
ElementStiffnessOptions options = {}) const {
|
||||
const auto result = mitc4ElementStiffness(coordinates, elastic_modulus, poisson_ratio, thickness, options);
|
||||
if (!result.ok()) {
|
||||
throw std::runtime_error(result.diagnostics.empty() ? "invalid MITC4 stiffness"
|
||||
: result.diagnostics.front().message);
|
||||
}
|
||||
return result.global;
|
||||
}
|
||||
};
|
||||
|
||||
struct AssemblyResult {
|
||||
DenseMatrix k_full;
|
||||
std::vector<Real> f_full;
|
||||
@@ -568,12 +106,14 @@ inline AssemblyResult assembleSystem(const Domain& domain, const DofManager& dof
|
||||
for (const auto& [element_id, element] : domain.elements) {
|
||||
const ShellSection* section = shellSectionForElement(domain, element_id);
|
||||
if (section == nullptr) {
|
||||
result.diagnostics.push_back({Severity::Error, "FESA-ASSEMBLY-MISSING-PROPERTY", "Element has no shell section", {}});
|
||||
result.diagnostics.push_back(
|
||||
{Severity::Error, "FESA-ASSEMBLY-MISSING-PROPERTY", "Element has no shell section", {}});
|
||||
continue;
|
||||
}
|
||||
const auto material_it = domain.materials.find(Domain::key(section->material));
|
||||
if (material_it == domain.materials.end()) {
|
||||
result.diagnostics.push_back({Severity::Error, "FESA-ASSEMBLY-MISSING-MATERIAL", "Element material is missing", {}});
|
||||
result.diagnostics.push_back(
|
||||
{Severity::Error, "FESA-ASSEMBLY-MISSING-MATERIAL", "Element material is missing", {}});
|
||||
continue;
|
||||
}
|
||||
std::array<Vec3, 4> coordinates{};
|
||||
@@ -614,8 +154,7 @@ inline ReducedSystem projectToReducedSystem(const AssemblyResult& assembly, cons
|
||||
result.k = DenseMatrix(dofs.freeDofCount(), dofs.freeDofCount());
|
||||
result.f = std::vector<Real>(static_cast<std::size_t>(dofs.freeDofCount()), 0.0);
|
||||
result.free_full_indices = dofs.freeFullIndices();
|
||||
if (assembly.k_full.rows() != assembly.k_full.cols() ||
|
||||
assembly.k_full.rows() != dofs.fullDofCount() ||
|
||||
if (assembly.k_full.rows() != assembly.k_full.cols() || assembly.k_full.rows() != dofs.fullDofCount() ||
|
||||
static_cast<LocalIndex>(assembly.f_full.size()) != dofs.fullDofCount()) {
|
||||
result.diagnostics.push_back(makeDiagnostic(Severity::Error, "FESA-ASSEMBLY-SIZE",
|
||||
"Full-space stiffness/load sizes do not match DofManager", "assembly"));
|
||||
@@ -628,7 +167,8 @@ inline ReducedSystem projectToReducedSystem(const AssemblyResult& assembly, cons
|
||||
}
|
||||
if (assembly.reduced_pattern.equation_count != dofs.freeDofCount() || assembly.reduced_pattern.nonzeroCount() == 0) {
|
||||
result.diagnostics.push_back(makeDiagnostic(Severity::Error, "FESA-SINGULAR-SPARSE-PATTERN",
|
||||
"Reduced sparse pattern is empty or inconsistent with free DOFs", "assembly"));
|
||||
"Reduced sparse pattern is empty or inconsistent with free DOFs",
|
||||
"assembly"));
|
||||
return result;
|
||||
}
|
||||
for (LocalIndex i = 0; i < dofs.freeDofCount(); ++i) {
|
||||
@@ -656,6 +196,7 @@ struct AnalysisResult {
|
||||
class Analysis {
|
||||
public:
|
||||
virtual ~Analysis() = default;
|
||||
|
||||
AnalysisResult run(const Domain& domain) const {
|
||||
AnalysisResult result;
|
||||
initialize(domain, result);
|
||||
@@ -671,6 +212,7 @@ class Analysis {
|
||||
auto diagnostics = validateDomain(domain);
|
||||
result.diagnostics.insert(result.diagnostics.end(), diagnostics.begin(), diagnostics.end());
|
||||
}
|
||||
|
||||
virtual void solve(const Domain& domain, AnalysisResult& result) const = 0;
|
||||
};
|
||||
|
||||
|
||||
@@ -9,7 +9,7 @@
|
||||
{ "step": 4, "name": "io-parser-extraction", "status": "completed" },
|
||||
{ "step": 5, "name": "results-reference-extraction", "status": "completed" },
|
||||
{ "step": 6, "name": "mitc4-geometry-strain-extraction", "status": "completed" },
|
||||
{ "step": 7, "name": "mitc4-material-stiffness-extraction", "status": "pending" },
|
||||
{ "step": 7, "name": "mitc4-material-stiffness-extraction", "status": "completed" },
|
||||
{ "step": 8, "name": "assembly-analysis-extraction", "status": "pending" },
|
||||
{ "step": 9, "name": "architecture-evaluator-closeout", "status": "pending" }
|
||||
]
|
||||
|
||||
@@ -0,0 +1,117 @@
|
||||
#include "fesa/Element/Element.hpp"
|
||||
#include "fesa/Element/MITC4Stiffness.hpp"
|
||||
#include "fesa/Material/MITC4PlaneStressMaterial.hpp"
|
||||
#include "fesa/Material/Material.hpp"
|
||||
|
||||
#include <array>
|
||||
#include <cmath>
|
||||
#include <stdexcept>
|
||||
#include <vector>
|
||||
|
||||
namespace {
|
||||
|
||||
void check(bool value, const char* message) {
|
||||
if (!value) {
|
||||
throw std::runtime_error(message);
|
||||
}
|
||||
}
|
||||
|
||||
void checkNear(fesa::Real actual, fesa::Real expected, fesa::Real tolerance, const char* message) {
|
||||
if (std::fabs(actual - expected) > tolerance) {
|
||||
throw std::runtime_error(message);
|
||||
}
|
||||
}
|
||||
|
||||
fesa::Real matrixEnergy(const fesa::DenseMatrix& matrix, const std::vector<fesa::Real>& values) {
|
||||
const auto product = matrix.multiply(values);
|
||||
fesa::Real energy = 0.0;
|
||||
for (std::size_t i = 0; i < values.size(); ++i) {
|
||||
energy += values[i] * product[i];
|
||||
}
|
||||
return energy;
|
||||
}
|
||||
|
||||
} // namespace
|
||||
|
||||
int main() {
|
||||
const auto law = fesa::mitc4PlaneStressMaterialMatrix(1000.0, 0.25);
|
||||
check(law.ok(), "valid MITC4 plane-stress material should remain accepted");
|
||||
check(fesa::mitc4StrainComponentLabels()[0] == "eps11", "MITC4 strain labels changed");
|
||||
const auto eps11 = fesa::strainComponentIndex(fesa::MITC4StrainComponent::Eps11);
|
||||
const auto eps22 = fesa::strainComponentIndex(fesa::MITC4StrainComponent::Eps22);
|
||||
const auto gamma13 = fesa::strainComponentIndex(fesa::MITC4StrainComponent::Gamma13);
|
||||
checkNear(law.matrix[eps11][eps11], 1066.6666666666667, 1.0e-10, "plane-stress D11 changed");
|
||||
checkNear(law.matrix[eps11][eps22], 266.6666666666667, 1.0e-10, "plane-stress D12 changed");
|
||||
checkNear(law.matrix[gamma13][gamma13], (5.0 / 6.0) * 400.0, 1.0e-10,
|
||||
"plane-stress shear correction changed");
|
||||
|
||||
fesa::MITC4StrainVector strain{};
|
||||
strain[eps11] = 0.01;
|
||||
strain[eps22] = -0.02;
|
||||
strain[gamma13] = 0.03;
|
||||
const auto stress = fesa::multiplyMITC4MaterialMatrix(law.matrix, strain);
|
||||
check(fesa::dotMITC4Vector(strain, stress) > 0.0, "MITC4 material energy changed");
|
||||
|
||||
const auto invalid = fesa::mitc4PlaneStressMaterialMatrix(-1.0, 0.25);
|
||||
check(!invalid.ok(), "invalid MITC4 material should remain diagnosed");
|
||||
check(fesa::containsDiagnostic(invalid.diagnostics, "FESA-MITC4-MATERIAL"),
|
||||
"MITC4 invalid material diagnostic changed");
|
||||
|
||||
const auto points = fesa::mitc4GaussQuadrature2x2x2();
|
||||
check(points.size() == 8, "MITC4 integration point count changed");
|
||||
for (const auto& point : points) {
|
||||
checkNear(point.weight, 1.0, 1.0e-15, "MITC4 integration weight changed");
|
||||
}
|
||||
|
||||
const std::array<fesa::Vec3, 4> coords = {{{0, 0, 0}, {1, 0, 0}, {1, 1, 0}, {0, 1, 0}}};
|
||||
const auto geometry = fesa::buildMITC4Geometry(coords, 0.2);
|
||||
check(geometry.ok(), "flat MITC4 geometry should remain valid");
|
||||
const auto integration = fesa::mitc4BuildMaterialIntegrationData(geometry, 1000.0, 0.25);
|
||||
check(integration.ok(), "MITC4 material integration data should remain valid");
|
||||
check(integration.samples.size() == 8, "MITC4 material integration sample count changed");
|
||||
for (const auto& sample : integration.samples) {
|
||||
check(sample.ok(), "MITC4 material integration sample should remain valid");
|
||||
check(sample.basis.ok(), "MITC4 material integration basis should remain valid");
|
||||
}
|
||||
|
||||
const auto stiffness = fesa::mitc4ElementStiffness(coords, 1000.0, 0.25, 0.2);
|
||||
check(stiffness.ok(), "MITC4 stiffness should remain valid");
|
||||
check(stiffness.global.rows() == 24 && stiffness.global.cols() == 24, "MITC4 global stiffness size changed");
|
||||
check(stiffness.integration_point_count == 8, "MITC4 stiffness integration count changed");
|
||||
checkNear(stiffness.drilling_stiffness_scale, 1.0e-3, 1.0e-15, "MITC4 drilling scale changed");
|
||||
check(stiffness.drilling_reference_diagonal > 0.0, "MITC4 drilling reference diagonal changed");
|
||||
check(stiffness.drilling_stiffness > 0.0, "MITC4 drilling stiffness changed");
|
||||
for (fesa::LocalIndex i = 0; i < 24; ++i) {
|
||||
for (fesa::LocalIndex j = 0; j < 24; ++j) {
|
||||
checkNear(stiffness.global(i, j), stiffness.global(j, i), 1.0e-8, "MITC4 stiffness symmetry changed");
|
||||
}
|
||||
}
|
||||
|
||||
std::vector<fesa::Real> displacement(24, 0.0);
|
||||
displacement[0] = 0.01;
|
||||
displacement[7] = -0.02;
|
||||
displacement[14] = 0.03;
|
||||
displacement[21] = 0.04;
|
||||
const auto internal_force = fesa::mitc4ElementInternalForce(stiffness, displacement);
|
||||
check(internal_force.size() == displacement.size(), "MITC4 internal force size changed");
|
||||
const auto expected_internal_force = stiffness.global.multiply(displacement);
|
||||
for (std::size_t i = 0; i < internal_force.size(); ++i) {
|
||||
checkNear(internal_force[i], expected_internal_force[i], 1.0e-12, "MITC4 internal force changed");
|
||||
}
|
||||
check(matrixEnergy(stiffness.global, displacement) > 0.0, "MITC4 stiffness energy changed");
|
||||
|
||||
fesa::ElementStiffnessOptions options;
|
||||
options.drilling_stiffness_scale = 2.0e-3;
|
||||
const auto scaled = fesa::mitc4ElementStiffness(coords, 1000.0, 0.25, 0.2, options);
|
||||
check(scaled.ok(), "scaled MITC4 stiffness should remain valid");
|
||||
checkNear(scaled.drilling_reference_diagonal, stiffness.drilling_reference_diagonal, 1.0e-10,
|
||||
"MITC4 drilling reference changed with scale");
|
||||
checkNear(scaled.drilling_stiffness, 2.0 * stiffness.drilling_stiffness, 1.0e-10,
|
||||
"MITC4 drilling scale response changed");
|
||||
|
||||
fesa::MITC4ElementKernel kernel;
|
||||
const auto kernel_stiffness = kernel.stiffness(coords, 1000.0, 0.25, 0.2);
|
||||
check(kernel_stiffness.rows() == 24 && kernel_stiffness.cols() == 24, "MITC4 kernel stiffness size changed");
|
||||
|
||||
return 0;
|
||||
}
|
||||
Reference in New Issue
Block a user