#include "fesa/fesa.hpp" #include #include #include #include #include #include #include static_assert(std::is_same_v, "Real must remain double"); static_assert(std::is_same_v, "GlobalId must remain int64"); static_assert(std::is_same_v, "LocalIndex must remain int64"); static_assert(std::is_same_v, "EquationId must remain int64"); static_assert(std::is_same_v, "SparseIndex must remain int64"); namespace { using TestFn = std::function; struct TestCase { std::string name; TestFn fn; }; std::vector& registry() { static std::vector tests; return tests; } struct RegisterTest { RegisterTest(std::string name, TestFn fn) { registry().push_back({std::move(name), std::move(fn)}); } }; #define FESA_TEST(name) \ void name(); \ RegisterTest register_##name(#name, name); \ void name() #define FESA_CHECK(expr) \ do { \ if (!(expr)) { \ throw std::runtime_error(std::string("check failed: ") + #expr); \ } \ } while (false) #define FESA_CHECK_NEAR(actual, expected, tol) \ do { \ const auto actual_value = (actual); \ const auto expected_value = (expected); \ if (std::fabs(actual_value - expected_value) > (tol)) { \ throw std::runtime_error(std::string("near check failed: ") + #actual); \ } \ } while (false) std::string sourceRoot() { #ifdef FESA_SOURCE_DIR return FESA_SOURCE_DIR; #else return "."; #endif } std::string phase1Input() { return R"inp( *Node 1, 0, 0, 0 2, 1, 0, 0 3, 1, 1, 0 4, 0, 1, 0 *Element, type=S4, elset=EALL 1, 1, 2, 3, 4 *Nset, nset=LEFT 1, 4 *Nset, nset=RIGHT 2, 3 *Elset, elset=EALL 1 *Material, name=STEEL *Elastic 1000.0, 0.3 *Shell Section, elset=EALL, material=STEEL 0.1 *Boundary LEFT, 1, 6, 0 RIGHT, 1, 2, 0 RIGHT, 4, 6, 0 *Cload 2, 3, -1 3, 3, -1 *Step, name=Step-1 *Static *End Step )inp"; } fesa::Domain parsedPhase1Domain() { fesa::AbaqusInputParser parser; auto parsed = parser.parseString(phase1Input()); FESA_CHECK(parsed.ok()); auto diagnostics = fesa::validateDomain(parsed.domain); FESA_CHECK(!fesa::hasError(diagnostics)); return parsed.domain; } const fesa::Diagnostic* findDiagnostic(const std::vector& diagnostics, const std::string& code) { for (const auto& diagnostic : diagnostics) { if (diagnostic.code == code) { return &diagnostic; } } return nullptr; } std::size_t diagnosticCount(const std::vector& diagnostics, const std::string& code) { std::size_t count = 0; for (const auto& diagnostic : diagnostics) { if (diagnostic.code == code) { ++count; } } return count; } } // namespace FESA_TEST(core_types_and_dof_mapping_are_stable) { FESA_CHECK(sizeof(fesa::Real) == 8); FESA_CHECK(sizeof(fesa::GlobalId) == 8); FESA_CHECK(sizeof(fesa::LocalIndex) == 8); FESA_CHECK(sizeof(fesa::EquationId) == 8); FESA_CHECK(sizeof(fesa::SparseIndex) == 8); FESA_CHECK(std::numeric_limits::is_signed); FESA_CHECK(std::numeric_limits::is_signed); FESA_CHECK(std::numeric_limits::is_signed); FESA_CHECK(std::numeric_limits::is_signed); const auto dofs = fesa::allDofs(); FESA_CHECK(dofs.size() == 6); for (std::size_t i = 0; i < dofs.size(); ++i) { const int abaqus_number = static_cast(i + 1); FESA_CHECK(fesa::abaqusDofNumber(dofs[i]) == abaqus_number); FESA_CHECK(fesa::dofFromAbaqus(abaqus_number).value() == dofs[i]); FESA_CHECK(std::string(fesa::dofLabel(dofs[i])) == fesa::displacementComponentLabels()[i]); } FESA_CHECK(!fesa::dofFromAbaqus(0).has_value()); FESA_CHECK(!fesa::dofFromAbaqus(7).has_value()); } FESA_TEST(parser_accepts_phase1_subset) { fesa::AbaqusInputParser parser; auto parsed = parser.parseString(phase1Input()); FESA_CHECK(parsed.ok()); FESA_CHECK(parsed.domain.nodes.size() == 4); FESA_CHECK(parsed.domain.elements.size() == 1); FESA_CHECK(parsed.domain.node_sets.at("left").node_ids.size() == 2); FESA_CHECK(parsed.domain.element_sets.at("eall").element_ids.size() == 1); FESA_CHECK(parsed.domain.materials.at("steel").elastic_modulus == 1000.0); FESA_CHECK(parsed.domain.shell_sections.front().thickness == 0.1); FESA_CHECK(parsed.domain.boundary_conditions.size() == 3); FESA_CHECK(parsed.domain.loads.size() == 2); } FESA_TEST(parser_accepts_repeated_and_generated_sets) { const std::string text = R"inp( *Node 1, 0, 0, 0 2, 1, 0, 0 3, 1, 1, 0 4, 0, 1, 0 *Element, type=S4, elset=EALL 1, 1, 2, 3, 4 *Nset, nset=FIXED 1, 2, 2 3 *Nset, nset=FIXED, generate 3, 4, 1 *Nset, nset=LOADS, generate 2, 4, 2 *Elset, elset=EALL 1, 1 *Elset, elset=CHECK, generate 1, 5, 2 *Material, name=MAT *Elastic 2.0D5, 0.25 *Shell Section, elset=EALL, material=MAT 0.2 *Boundary FIXED, 1, 6 *Cload LOADS, 3, -2.5 *Step, name=Step-A, nlgeom=NO *Static *End Step )inp"; fesa::AbaqusInputParser parser; auto parsed = parser.parseString(text); FESA_CHECK(parsed.ok()); FESA_CHECK(parsed.domain.node_sets.at("fixed").node_ids == std::vector({1, 2, 3, 4})); FESA_CHECK(parsed.domain.node_sets.at("loads").node_ids == std::vector({2, 4})); FESA_CHECK(parsed.domain.element_sets.at("eall").element_ids == std::vector({1})); FESA_CHECK(parsed.domain.element_sets.at("check").element_ids == std::vector({1, 3, 5})); FESA_CHECK(parsed.domain.materials.at("mat").elastic_modulus == 2.0e5); FESA_CHECK(parsed.domain.steps.front().name == "Step-A"); } FESA_TEST(parser_accepts_keyword_line_continuation) { const std::string text = R"inp( *Node 1, 0, 0, 0 2, 1, 0, 0 3, 1, 1, 0 4, 0, 1, 0 *Element, type=S4, elset=EALL 1, 1, 2, 3, 4 *Nset, nset=FIXED, generate 1, 4, 3 *Elset, elset=EALL 1 *Material, name=MAT *Elastic 2.0e5, 0.25 *Shell Section, elset=EALL, material=MAT 0.2 *Boundary FIXED, 1, 6 *Cload 2, 3, -1.0 *Step, name=Step-1 *Static *End Step )inp"; fesa::AbaqusInputParser parser; auto parsed = parser.parseString(text); FESA_CHECK(parsed.ok()); FESA_CHECK(parsed.domain.elements.at(1).source_elset == "EALL"); FESA_CHECK(parsed.domain.node_sets.at("fixed").node_ids == std::vector({1, 4})); FESA_CHECK(parsed.domain.materials.count("mat") == 1); FESA_CHECK(parsed.domain.shell_sections.front().material == "MAT"); } FESA_TEST(parser_rejects_unsupported_features) { const std::string text = R"inp( *Part, name=P1 *Assembly, name=A1 *Instance, name=I1, part=P1 *Include, input=other.inp *Node 1, 0, 0, 0 *Element, type=S4R 1, 1, 2, 3, 4 *Density 7850 *Step, nlgeom=YES *End Step )inp"; fesa::AbaqusInputParser parser; auto parsed = parser.parseString(text); FESA_CHECK(!parsed.ok()); FESA_CHECK(diagnosticCount(parsed.diagnostics, "FESA-PARSE-UNSUPPORTED-KEYWORD") >= 4); FESA_CHECK(fesa::containsDiagnostic(parsed.diagnostics, "FESA-PARSE-UNSUPPORTED-KEYWORD")); FESA_CHECK(fesa::containsDiagnostic(parsed.diagnostics, "FESA-PARSE-UNSUPPORTED-ELEMENT")); FESA_CHECK(fesa::containsDiagnostic(parsed.diagnostics, "FESA-PARSE-UNSUPPORTED-NLGEOM")); } FESA_TEST(parser_rejects_unsupported_keyword_parameters_and_modes) { const std::string text = R"inp( *Node, input=nodes.csv 1, 0, 0, 0 2, 1, 0, 0 3, 1, 1, 0 4, 0, 1, 0 *Element, type=S4, elset=EALL, orientation=OR1 1, 1, 2, 3, 4 *Nset, nset=FIXED, unsorted 1, 4 *Material, name=MAT, description=bad *Elastic, type=ENGINEERING CONSTANTS 2.0e5, 0.25 *Shell Section, elset=EALL, material=MAT, offset=SPOS 0.2, 5 *Boundary, op=NEW FIXED, 1, 6 *Cload, amplitude=A1 2, 3, -1.0 *Step, name=Step-1, inc=100 *Static, stabilize *End Step )inp"; fesa::AbaqusInputParser parser; auto parsed = parser.parseString(text, "unsupported_modes.inp"); FESA_CHECK(!parsed.ok()); FESA_CHECK(diagnosticCount(parsed.diagnostics, "FESA-PARSE-UNSUPPORTED-PARAMETER") >= 8); FESA_CHECK(fesa::containsDiagnostic(parsed.diagnostics, "FESA-PARSE-SHELL-SECTION-UNSUPPORTED")); } FESA_TEST(parser_diagnostics_include_file_line_and_keyword) { const std::string text = R"inp( *Node 1, bad, 0, 0 *Boundary FIXED, 7, 7 )inp"; fesa::AbaqusInputParser parser; auto parsed = parser.parseString(text, "malformed.inp"); FESA_CHECK(!parsed.ok()); const fesa::Diagnostic* node = findDiagnostic(parsed.diagnostics, "FESA-PARSE-NODE-NUMERIC"); FESA_CHECK(node != nullptr); FESA_CHECK(node->source.file == "malformed.inp"); FESA_CHECK(node->source.line == 3); FESA_CHECK(node->source.keyword == "node"); const fesa::Diagnostic* boundary = findDiagnostic(parsed.diagnostics, "FESA-PARSE-BOUNDARY-DOF"); FESA_CHECK(boundary != nullptr); FESA_CHECK(boundary->source.file == "malformed.inp"); FESA_CHECK(boundary->source.line == 5); FESA_CHECK(boundary->source.keyword == "boundary"); } FESA_TEST(quad01_reference_input_remains_unsupported) { fesa::AbaqusInputParser parser; auto parsed = parser.parseFile(sourceRoot() + "/references/quad_01.inp"); FESA_CHECK(!parsed.ok()); FESA_CHECK(fesa::containsDiagnostic(parsed.diagnostics, "FESA-PARSE-UNSUPPORTED-KEYWORD") || fesa::containsDiagnostic(parsed.diagnostics, "FESA-PARSE-UNSUPPORTED-ELEMENT")); } FESA_TEST(quad02_original_reference_input_remains_unsupported) { fesa::AbaqusInputParser parser; auto parsed = parser.parseFile(sourceRoot() + "/references/quad_02.inp"); FESA_CHECK(!parsed.ok()); FESA_CHECK(fesa::containsDiagnostic(parsed.diagnostics, "FESA-PARSE-UNSUPPORTED-KEYWORD")); } FESA_TEST(quad02_phase1_normalized_input_uses_supported_subset) { fesa::AbaqusInputParser parser; auto parsed = parser.parseFile(sourceRoot() + "/references/quad_02_phase1.inp"); FESA_CHECK(parsed.ok()); FESA_CHECK(parsed.domain.nodes.size() == 121); FESA_CHECK(parsed.domain.elements.size() == 100); FESA_CHECK(parsed.domain.node_sets.at("fixed_boundary").node_ids.size() == 40); FESA_CHECK(parsed.domain.node_sets.at("load_node").node_ids.size() == 1); FESA_CHECK(parsed.domain.element_sets.at("all_elements").element_ids.size() == 100); FESA_CHECK(parsed.domain.materials.at("material_1").elastic_modulus == 7.0e10); FESA_CHECK(parsed.domain.shell_sections.front().thickness == 1.0); } FESA_TEST(domain_validation_reports_missing_property_and_targets) { fesa::Domain domain; domain.nodes[1] = {1, {0, 0, 0}}; domain.nodes[2] = {2, {1, 0, 0}}; domain.nodes[3] = {3, {1, 1, 0}}; domain.nodes[4] = {4, {0, 1, 0}}; domain.elements[1] = {1, fesa::ElementType::MITC4, {1, 2, 3, 99}, ""}; domain.shell_sections.push_back({"MISSING_ELSET", "MISSING_MAT", 0.1}); domain.loads.push_back({"MISSING", 3, 1.0}); auto diagnostics = fesa::validateDomain(domain); FESA_CHECK(fesa::containsDiagnostic(diagnostics, "FESA-VALIDATION-ELEMENT-MISSING-NODE")); FESA_CHECK(fesa::containsDiagnostic(diagnostics, "FESA-VALIDATION-MISSING-PROPERTY")); FESA_CHECK(fesa::containsDiagnostic(diagnostics, "FESA-VALIDATION-MISSING-ELSET")); FESA_CHECK(fesa::containsDiagnostic(diagnostics, "FESA-VALIDATION-MISSING-MATERIAL")); FESA_CHECK(fesa::containsDiagnostic(diagnostics, "FESA-VALIDATION-MISSING-NSET")); for (const auto& diagnostic : diagnostics) { FESA_CHECK(!diagnostic.code.empty()); FESA_CHECK(!diagnostic.message.empty()); FESA_CHECK(!diagnostic.source.keyword.empty()); } } FESA_TEST(dof_manager_owns_equation_numbering_and_reconstruction) { auto domain = parsedPhase1Domain(); fesa::DofManager dofs(domain); FESA_CHECK(dofs.fullDofCount() == 24); FESA_CHECK(dofs.freeDofCount() == 2); FESA_CHECK(dofs.isConstrained(1, fesa::Dof::UX)); FESA_CHECK(dofs.equation(2, fesa::Dof::UZ) == 0); FESA_CHECK(dofs.equation(3, fesa::Dof::UZ) == 1); auto full = dofs.reconstructFullVector({-0.1, -0.2}); FESA_CHECK_NEAR(full[static_cast(dofs.fullIndex(2, fesa::Dof::UZ))], -0.1, 1.0e-15); FESA_CHECK_NEAR(full[static_cast(dofs.fullIndex(1, fesa::Dof::UX))], 0.0, 1.0e-15); } FESA_TEST(gaussian_solver_solves_and_diagnoses_singular_systems) { fesa::DenseMatrix a(2, 2); a(0, 0) = 2.0; a(0, 1) = 1.0; a(1, 0) = 1.0; a(1, 1) = 3.0; fesa::GaussianEliminationSolver solver; auto solved = solver.solve(a, {1.0, 2.0}); FESA_CHECK(solved.ok()); FESA_CHECK_NEAR(solved.x[0], 0.2, 1.0e-12); FESA_CHECK_NEAR(solved.x[1], 0.6, 1.0e-12); fesa::DenseMatrix singular(2, 2); singular(0, 0) = 1.0; singular(0, 1) = 2.0; singular(1, 0) = 2.0; singular(1, 1) = 4.0; auto failed = solver.solve(singular, {1.0, 2.0}); FESA_CHECK(!failed.ok()); FESA_CHECK(fesa::containsDiagnostic(failed.diagnostics, "FESA-SINGULAR-SOLVER")); } FESA_TEST(results_writer_uses_step_frame_fields_for_u_and_rf) { auto domain = parsedPhase1Domain(); fesa::DofManager dofs(domain); std::vector u(static_cast(dofs.fullDofCount()), 0.0); std::vector rf(static_cast(dofs.fullDofCount()), 0.0); u[static_cast(dofs.fullIndex(2, fesa::Dof::UZ))] = -0.1; rf[static_cast(dofs.fullIndex(1, fesa::Dof::UZ))] = 1.0; fesa::InMemoryResultsWriter writer; writer.writeLinearStatic(domain, dofs, u, rf); const auto& result = writer.result(); FESA_CHECK(result.schema_name == "FESA_RESULTS"); FESA_CHECK(result.steps.size() == 1); FESA_CHECK(result.steps[0].frames[0].field_outputs.count("U") == 1); FESA_CHECK(result.steps[0].frames[0].field_outputs.count("RF") == 1); FESA_CHECK(result.steps[0].frames[0].field_outputs.at("U").component_labels[2] == "UZ"); FESA_CHECK(result.steps[0].frames[0].field_outputs.at("RF").component_labels[2] == "RFZ"); } FESA_TEST(displacement_csv_loader_accepts_quad01_format) { auto table = fesa::loadDisplacementCsv(sourceRoot() + "/references/quad_01_displacements.csv"); FESA_CHECK(!fesa::hasError(table.diagnostics)); FESA_CHECK(table.rows.size() == 121); FESA_CHECK(table.rows.count(1) == 1); } FESA_TEST(displacement_csv_loader_accepts_quad02_format) { auto table = fesa::loadDisplacementCsv(sourceRoot() + "/references/quad_02_displacements.csv"); FESA_CHECK(!fesa::hasError(table.diagnostics)); FESA_CHECK(table.rows.size() == 121); FESA_CHECK(table.rows.count(2) == 1); FESA_CHECK(table.rows.at(2).values[2] < 0.0); } FESA_TEST(displacement_comparator_matches_by_node_id_not_row_order) { fesa::FieldOutput actual; actual.name = "U"; actual.entity_ids = {2, 1}; actual.component_labels = fesa::displacementComponentLabels(); actual.values = {{{2, 0, 0, 0, 0, 0}}, {{1, 0, 0, 0, 0, 0}}}; fesa::CsvDisplacementTable expected; expected.rows[1] = {1, {1, 0, 0, 0, 0, 0}}; expected.rows[2] = {2, {2, 0, 0, 0, 0, 0}}; auto compared = fesa::compareDisplacements(actual, expected, {1.0e-12, 1.0e-12, 1.0}); FESA_CHECK(compared.pass); } FESA_TEST(mitc4_shape_functions_and_stiffness_baseline) { auto shape = fesa::shapeFunctions(0.25, -0.5); const fesa::Real sum = shape.n[0] + shape.n[1] + shape.n[2] + shape.n[3]; FESA_CHECK_NEAR(sum, 1.0, 1.0e-15); const std::array coords = {{{0, 0, 0}, {1, 0, 0}, {1, 1, 0}, {0, 1, 0}}}; fesa::MITC4ElementKernel kernel; auto k = kernel.stiffness(coords, 1000.0, 0.3, 0.1); FESA_CHECK(k.rows() == 24); FESA_CHECK(k.cols() == 24); for (fesa::LocalIndex i = 0; i < 24; ++i) { for (fesa::LocalIndex j = 0; j < 24; ++j) { FESA_CHECK_NEAR(k(i, j), k(j, i), 1.0e-8); } } std::vector uniform_translation(24, 0.0); for (int node = 0; node < 4; ++node) { uniform_translation[static_cast(6 * node + 0)] = 1.0; } auto internal = k.multiply(uniform_translation); fesa::Real norm = 0.0; for (auto value : internal) { norm += std::fabs(value); } FESA_CHECK(norm < 1.0e-8); } FESA_TEST(linear_static_analysis_solves_u_and_recovers_full_vector_rf) { auto domain = parsedPhase1Domain(); fesa::LinearStaticAnalysis analysis; auto result = analysis.run(domain); FESA_CHECK(result.ok()); FESA_CHECK(result.state.converged); FESA_CHECK(result.result_file.steps.size() == 1); const auto& frame = result.result_file.steps[0].frames[0]; FESA_CHECK(frame.field_outputs.count("U") == 1); FESA_CHECK(frame.field_outputs.count("RF") == 1); fesa::Real total_rf_z = 0.0; fesa::DofManager dofs(domain); for (auto node_id : dofs.nodeIds()) { total_rf_z += result.state.reaction_full[static_cast(dofs.fullIndex(node_id, fesa::Dof::UZ))]; } FESA_CHECK_NEAR(total_rf_z, 2.0, 1.0e-8); } int main() { int failed = 0; for (const auto& test : registry()) { try { test.fn(); std::cout << "[PASS] " << test.name << '\n'; } catch (const std::exception& error) { ++failed; std::cerr << "[FAIL] " << test.name << ": " << error.what() << '\n'; } } if (failed != 0) { std::cerr << failed << " test(s) failed\n"; return 1; } std::cout << registry().size() << " test(s) passed\n"; return 0; }