feat(analysis): implement Hex8 solid static procedures
This commit is contained in:
KOKO\Mimi
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#ifndef FESA_ANALYSIS_SOLID_STATIC_PROCEDURE_H_
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#define FESA_ANALYSIS_SOLID_STATIC_PROCEDURE_H_
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#include "fesa/analysis/solid_static_state.h"
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namespace fesa {
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class LinearSolver;
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class ParallelFor;
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class TangentSolver;
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/// @brief Owns successful static frames and sorted model diagnostics.
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struct SolidStaticExecutionResult {
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SolidStaticState state;
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std::vector<Diagnostic> diagnostics;
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};
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/// @brief Executes linear K0 or fixed-factor TL StVK static analysis.
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class SolidStaticProcedureExecutor {
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public:
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/// @brief Uses non-owned adapters, which must outlive this executor.
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/// @param tangent_solver Must support indefinite stressed tangents.
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SolidStaticProcedureExecutor(const ParallelFor& parallel_for,
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LinearSolver& linear_solver,
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TangentSolver& tangent_solver);
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/// @brief Returns validated results; no I/O or final-file replacement.
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Result<SolidStaticExecutionResult> Execute(const Domain& domain) const;
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/// @brief Executes into a fresh observer retaining accepted history on
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/// failure.
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/// @note A previously initialized observer is rejected without mutation.
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Status ExecuteInto(const Domain& domain, SolidStaticState& state) const;
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private:
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const ParallelFor& parallel_for_;
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LinearSolver& linear_solver_;
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TangentSolver& tangent_solver_;
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};
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} // namespace fesa
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#endif // FESA_ANALYSIS_SOLID_STATIC_PROCEDURE_H_
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#ifndef FESA_ANALYSIS_SOLID_STATIC_STATE_H_
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#define FESA_ANALYSIS_SOLID_STATIC_STATE_H_
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#include <array>
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#include <cstdint>
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#include <string>
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#include <vector>
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#include "fesa/analysis/nonlinear_static_control.h"
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#include "fesa/results/solid_result_records.h"
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namespace fesa {
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/// @brief Keeps raw current-arm balance and its free-residual explanation.
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/// @note Internal evidence only; no additional persistent result fields.
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struct SolidStaticBalanceEvidence {
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std::array<double, 3> internal_force_sum{};
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std::array<double, 3> reference_internal_moment{};
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std::array<double, 3> current_internal_moment{};
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std::array<double, 3> free_residual_moment{};
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std::array<double, 3> linearization_moment{};
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std::array<double, 3> internal_force_scale{};
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std::array<double, 3> reference_moment_scale{};
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std::array<double, 3> current_moment_scale{};
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};
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/// @brief Owns a complete accepted static frame in stable node/source order.
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/// @note Vectors are node-major UX/UY/UZ; reaction is constrained residual.
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struct SolidStaticFrame {
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std::uint32_t frame_index{0U};
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std::uint32_t increment_index{0U};
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double load_factor{0.0};
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std::uint32_t iteration_count{0U};
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bool is_factor_one{false};
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std::vector<EntityIndex> nodal_internal_order;
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std::vector<SourceEntityId> nodal_source_ids;
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Vector displacement{0U};
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Vector internal_force{0U};
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Vector external_force{0U};
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Vector residual{0U};
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Vector reaction{0U};
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std::vector<SolidIntegrationPointRow> solid_results;
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double physical_strain_energy{0.0};
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// Applied plus support forces, then moments about global zero at X+u.
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std::array<double, 6> global_equilibrium{};
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SolidStaticBalanceEvidence balance;
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};
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/// @brief Records two physical static channels, including failed iterations.
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struct SolidStaticIterationRecord {
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std::uint32_t increment_index{0U};
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double load_factor{0.0};
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std::uint32_t iteration{0U};
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NewtonChannelDecision force_residual{"residual_force",
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0.0,
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0.0,
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NewtonConvergenceBranch::kZeroScale,
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kNewtonZeroScaleThreshold,
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NewtonChannelUnit::kForce,
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false};
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NewtonChannelDecision translation_correction{
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"correction_translation",
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0.0,
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0.0,
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NewtonConvergenceBranch::kZeroScale,
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kNewtonZeroScaleThreshold,
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NewtonChannelUnit::kLength,
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false};
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bool convergence_evaluated{false};
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bool accepted{false};
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std::string diagnostic_code;
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std::string stage;
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std::string failure_reason;
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};
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/// @brief Evaluates translation-only static criteria with input force/length.
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/// @note Exact-zero external force selects the absolute residual branch.
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Result<SolidStaticIterationRecord> EvaluateSolidStaticConvergence(
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const Vector& residual, const Vector& internal, const Vector& external,
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const Vector& correction, const Vector& increment);
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/// @brief Owns committed static state independently of caller trial work.
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class SolidStaticState {
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public:
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/// @brief Creates an uninitialized observer usable with ExecuteInto().
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SolidStaticState() = default;
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/// @brief Copies immutable source inventory and the zero-factor baseline.
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static Result<SolidStaticState> Create(const Domain& domain,
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const DofManager& dofs);
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/// @brief Validates complete recovery, then appends and replaces atomically.
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/// @note The executor certifies trial geometry before this state boundary.
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Status CommitAcceptedFrame(const SolidStaticFrame& frame);
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/// @brief Returns authoritative accepted frames; baseline is not a frame.
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const std::vector<SolidStaticFrame>& AcceptedFrames() const noexcept;
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/// @brief Returns baseline or the most recently accepted complete state.
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const SolidStaticFrame& CommittedState() const noexcept;
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/// @brief Returns all iteration evidence, including the final failed trial.
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const std::vector<SolidStaticIterationRecord>& IterationRecords()
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const noexcept;
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private:
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friend class SolidStaticProcedureExecutor;
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bool initialized_{false};
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bool nonlinear_{false};
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std::vector<SolidIntegrationPointRow> reference_points_;
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std::vector<std::size_t> constrained_dofs_;
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Vector prescribed_values_{0U};
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SolidStaticFrame committed_;
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std::vector<SolidStaticFrame> accepted_frames_;
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std::vector<SolidStaticIterationRecord> iterations_;
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};
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} // namespace fesa
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#endif // FESA_ANALYSIS_SOLID_STATIC_STATE_H_
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@@ -0,0 +1,471 @@
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#include "fesa/analysis/solid_static_procedure.h"
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#include <algorithm>
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#include <array>
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#include <cmath>
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#include <limits>
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#include <memory>
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#include <optional>
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#include <string>
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#include <utility>
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#include <vector>
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#include "fesa/analysis/analysis_model.h"
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#include "fesa/assembly/load_assembler.h"
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#include "fesa/assembly/parallel_for.h"
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#include "fesa/assembly/sparse_assembler.h"
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#include "fesa/constraints/essential_constraint_policy.h"
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#include "fesa/elements/element_factory.h"
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#include "fesa/elements/hex8_element.h"
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#include "fesa/math/sparse_matrix.h"
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#include "fesa/solvers/linear/linear_solver.h"
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#include "fesa/solvers/linear/tangent_solver.h"
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namespace fesa {
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namespace {
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constexpr std::uint32_t kMaximumIterations = 100U;
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constexpr double kRoundoffBudget =
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512.0 * std::numeric_limits<double>::epsilon();
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struct RuntimeSolid {
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const Hex8Element* element;
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std::vector<std::size_t> scatter;
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};
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struct SolidAssembly {
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Vector force;
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SparseMatrix tangent;
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std::vector<SolidIntegrationPointRow> points;
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double energy;
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};
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/// @brief Attaches immutable source-step context to a procedure failure.
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Status Failure(const Domain& domain, const char* code, const char* message,
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FailureCategory category = FailureCategory::kSolver) {
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return Status::Failure(category, {{Severity::kError,
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code,
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{domain.SourcePath(), 0U},
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"STATIC",
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domain.SourceContentIdentity(),
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message}});
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}
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/// @brief Preserves kernel source/entity evidence for failed trial recovery.
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Status TrialFailure(const Status& status) {
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return Status::Failure(FailureCategory::kSolver, status.Diagnostics());
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}
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/// @brief Returns component products with uncancelled arithmetic scales.
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std::array<double, 3> Cross(const std::array<double, 3>& a,
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const std::array<double, 3>& b,
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std::array<double, 3>* scale = nullptr) {
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std::array<double, 3> result{};
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for (std::size_t i = 0U; i < 3U; ++i) {
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const auto j = (i + 1U) % 3U;
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const auto k = (i + 2U) % 3U;
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result[i] = a[j] * b[k] - a[k] * b[j];
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if (scale != nullptr)
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(*scale)[i] += std::abs(a[j] * b[k]) + std::abs(a[k] * b[j]);
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}
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return result;
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}
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/// @brief Tests a zero identity at its uncancelled same-unit operation scale.
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bool RoundoffZero(double value, double scale) {
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return std::isfinite(value) && std::isfinite(scale) &&
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(scale == 0.0 ? value == 0.0
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: std::abs(value) <= kRoundoffBudget * scale);
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}
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/// @brief Derives source DIRECT factors or the existing ordinary STATIC path.
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Result<std::vector<LoadFactorIncrement>> Factors(const Domain& domain) {
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const auto& step = domain.Steps()[0];
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if (!step.IsDirectStatic()) return BuildFixedLoadFactorSequence(step);
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const auto count = step.IncrementCount();
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if (count == 0U || count > step.MaximumIncrements() ||
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!std::isfinite(step.InitialIncrement()) ||
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!(step.InitialIncrement() > 0.0) || !std::isfinite(step.TimePeriod()) ||
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!(step.TimePeriod() > 0.0) ||
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step.InitialIncrement() * static_cast<double>(count) != step.TimePeriod())
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return Result<std::vector<LoadFactorIncrement>>::Failure(Failure(
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domain, "invalid-solid-static-schedule",
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"DIRECT static requires a finite positive integer fixed schedule.",
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FailureCategory::kInput));
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std::vector<LoadFactorIncrement> factors;
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factors.reserve(count);
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double previous = 0.0;
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for (std::uint32_t n = 1U; n <= count; ++n) {
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const double factor = n == count
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? 1.0
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: static_cast<double>(n) *
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step.InitialIncrement() / step.TimePeriod();
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if (!std::isfinite(factor) || !(factor > previous) || factor > 1.0)
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return Result<std::vector<LoadFactorIncrement>>::Failure(
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Failure(domain, "invalid-solid-static-schedule",
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"DIRECT static factors must strictly increase to one.",
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FailureCategory::kInput));
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factors.push_back({n, factor, n == count});
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previous = factor;
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if (n == count) break; // Avoid unsigned wrap at the source limit.
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}
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return Result<std::vector<LoadFactorIncrement>>::Success(std::move(factors));
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}
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/// @brief Builds index-owned trials, then reduces all contributions stably.
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Result<SolidAssembly> Assemble(const std::vector<RuntimeSolid>& solids,
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const DofManager& dofs,
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const Vector& displacement, bool nonlinear,
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const ParallelFor& parallel) {
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std::vector<std::optional<Result<Hex8Response>>> responses(solids.size());
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parallel.Execute(solids.size(), [&](std::size_t e) {
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Vector local{24U};
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for (std::size_t i = 0U; i < 24U; ++i)
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local[i] = displacement[solids[e].scatter[i]];
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responses[e] = nonlinear ? solids[e].element->EvaluateNonlinear(local)
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: solids[e].element->EvaluateLinear(local);
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});
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Vector force{dofs.FullDofCount()};
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std::vector<CooContribution> contributions;
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contributions.reserve(solids.size() * 24U * 24U);
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std::vector<SolidIntegrationPointRow> points;
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points.reserve(solids.size() * 8U);
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double energy = 0.0;
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for (std::size_t e = 0U; e < solids.size(); ++e) {
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if (!responses[e]->HasValue())
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return Result<SolidAssembly>::Failure(
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TrialFailure(responses[e]->GetStatus()));
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const auto& response = responses[e]->Value();
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for (std::size_t i = 0U; i < 24U; ++i) {
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force[solids[e].scatter[i]] += response.internal_force[i];
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for (std::size_t j = 0U; j < 24U; ++j)
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contributions.push_back({solids[e].scatter[i], solids[e].scatter[j],
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response.tangent(i, j), e, 24U * i + j});
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}
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energy += response.strain_energy;
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points.insert(points.end(), response.points.begin(), response.points.end());
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}
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auto tangent =
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SparseMatrix::FromCoo(dofs.FullDofCount(), dofs.FullDofCount(),
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std::move(contributions), dofs.GetSparsePattern());
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if (!tangent.HasValue())
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return Result<SolidAssembly>::Failure(tangent.GetStatus());
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return Result<SolidAssembly>::Success({std::move(force),
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std::move(tangent.Value()),
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std::move(points), energy});
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}
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/// @brief Computes physical residual, projection and both moment-arm
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/// identities.
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Status CompleteFrame(const Domain& domain, const DofManager& dofs,
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bool nonlinear, const SparseMatrix& stiffness,
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SolidStaticFrame& frame) {
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const std::size_t size = dofs.FullDofCount();
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std::vector<bool> constrained(size, false);
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for (auto i : dofs.ConstrainedDofs()) constrained[i] = true;
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frame.residual = Vector{size};
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frame.reaction = Vector{size};
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for (std::size_t i = 0U; i < size; ++i) {
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frame.residual[i] = frame.internal_force[i] - frame.external_force[i];
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frame.reaction[i] = constrained[i] ? frame.residual[i] : 0.0;
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if (!std::isfinite(frame.displacement[i]) ||
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!std::isfinite(frame.internal_force[i]) ||
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!std::isfinite(frame.external_force[i]) ||
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!std::isfinite(frame.residual[i]))
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return Failure(domain, "nonfinite-solid-static-recovery",
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"Static full-space quantities must remain finite.");
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}
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if (!std::isfinite(frame.physical_strain_energy))
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return Failure(domain, "nonfinite-solid-static-recovery",
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"Recovered static strain energy must be finite.");
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std::array<double, 3> force_scale{};
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std::array<double, 3> reference_moment_scale{};
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std::array<double, 3> current_moment_scale{};
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std::array<double, 3> identity_moment_scale{};
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std::array<double, 3> free_force_sum{};
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std::array<double, 6> balance_scale{};
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Vector arithmetic_scale{size};
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// Linear K0 multiplication can cancel large translations within each row.
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// Use those original products, not the small resulting internal force.
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if (!nonlinear) {
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for (std::size_t i = 0U; i < size; ++i)
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for (std::size_t k = stiffness.RowOffsets()[i];
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k < stiffness.RowOffsets()[i + 1U]; ++k)
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arithmetic_scale[i] +=
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std::abs(stiffness.Values()[k] *
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frame.displacement[stiffness.ColumnIndices()[k]]);
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for (auto i : dofs.FreeDofs())
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if (!RoundoffZero(
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frame.residual[i],
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arithmetic_scale[i] + std::abs(frame.external_force[i])))
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||||||
|
return Failure(
|
||||||
|
domain, "solid-linear-residual-failed",
|
||||||
|
"Linear free residual failed its uncancelled roundoff check.");
|
||||||
|
}
|
||||||
|
for (std::size_t a = 0U; a < domain.Nodes().size(); ++a) {
|
||||||
|
const auto& reference = domain.Nodes()[a].coordinates;
|
||||||
|
std::array<double, 3> current{};
|
||||||
|
std::array<double, 3> u{};
|
||||||
|
std::array<double, 3> f{};
|
||||||
|
std::array<double, 3> e{};
|
||||||
|
std::array<double, 3> applied{};
|
||||||
|
for (std::size_t i = 0U; i < 3U; ++i) {
|
||||||
|
const auto full = 3U * a + i;
|
||||||
|
u[i] = frame.displacement[full];
|
||||||
|
current[i] = reference[i] + u[i];
|
||||||
|
f[i] = frame.internal_force[full];
|
||||||
|
e[i] = constrained[full] ? 0.0 : frame.residual[full];
|
||||||
|
applied[i] = frame.external_force[full] + frame.reaction[full];
|
||||||
|
frame.balance.internal_force_sum[i] += f[i];
|
||||||
|
free_force_sum[i] += e[i];
|
||||||
|
force_scale[i] += nonlinear ? std::abs(f[i]) : arithmetic_scale[full];
|
||||||
|
frame.global_equilibrium[i] += applied[i];
|
||||||
|
balance_scale[i] += std::abs(frame.external_force[full]) +
|
||||||
|
std::abs(frame.reaction[full]) + std::abs(f[i]) +
|
||||||
|
std::abs(e[i]);
|
||||||
|
}
|
||||||
|
const auto reference_moment = Cross(reference, f, &reference_moment_scale);
|
||||||
|
const auto current_moment = Cross(current, f, ¤t_moment_scale);
|
||||||
|
const auto free_moment = Cross(current, e, &identity_moment_scale);
|
||||||
|
const auto linear_moment = Cross(u, f, &identity_moment_scale);
|
||||||
|
std::array<double, 3> applied_scale{};
|
||||||
|
const auto applied_moment = Cross(current, applied, &applied_scale);
|
||||||
|
for (std::size_t i = 0U; i < 3U; ++i) {
|
||||||
|
frame.balance.reference_internal_moment[i] += reference_moment[i];
|
||||||
|
frame.balance.current_internal_moment[i] += current_moment[i];
|
||||||
|
frame.balance.free_residual_moment[i] += free_moment[i];
|
||||||
|
frame.balance.linearization_moment[i] += linear_moment[i];
|
||||||
|
frame.global_equilibrium[3U + i] += applied_moment[i];
|
||||||
|
balance_scale[3U + i] += applied_scale[i];
|
||||||
|
if (!nonlinear) {
|
||||||
|
const auto j = (i + 1U) % 3U;
|
||||||
|
const auto k = (i + 2U) % 3U;
|
||||||
|
reference_moment_scale[i] +=
|
||||||
|
std::abs(reference[j]) * arithmetic_scale[3U * a + k] +
|
||||||
|
std::abs(reference[k]) * arithmetic_scale[3U * a + j];
|
||||||
|
}
|
||||||
|
}
|
||||||
|
}
|
||||||
|
frame.balance.internal_force_scale = force_scale;
|
||||||
|
frame.balance.reference_moment_scale = reference_moment_scale;
|
||||||
|
frame.balance.current_moment_scale = current_moment_scale;
|
||||||
|
for (std::size_t i = 0U; i < 3U; ++i) {
|
||||||
|
const double physical_moment =
|
||||||
|
nonlinear ? frame.balance.current_internal_moment[i]
|
||||||
|
: frame.balance.reference_internal_moment[i];
|
||||||
|
const double moment_scale =
|
||||||
|
nonlinear ? current_moment_scale[i] : reference_moment_scale[i];
|
||||||
|
if (!RoundoffZero(frame.balance.internal_force_sum[i], force_scale[i]) ||
|
||||||
|
!RoundoffZero(physical_moment, moment_scale))
|
||||||
|
return Failure(
|
||||||
|
domain, "solid-static-internal-balance-failed",
|
||||||
|
"Internal force or appropriate moment-arm identity failed.");
|
||||||
|
const double force_identity = frame.global_equilibrium[i] -
|
||||||
|
frame.balance.internal_force_sum[i] +
|
||||||
|
free_force_sum[i];
|
||||||
|
const double moment_identity = frame.global_equilibrium[3U + i] -
|
||||||
|
frame.balance.current_internal_moment[i] +
|
||||||
|
frame.balance.free_residual_moment[i];
|
||||||
|
if (!RoundoffZero(force_identity, balance_scale[i]) ||
|
||||||
|
!RoundoffZero(moment_identity, balance_scale[3U + i] +
|
||||||
|
current_moment_scale[i] +
|
||||||
|
identity_moment_scale[i]))
|
||||||
|
return Failure(
|
||||||
|
domain, "solid-static-residual-balance-failed",
|
||||||
|
"Applied/support balance does not explain the free residual.");
|
||||||
|
if (!std::isfinite(frame.global_equilibrium[i]) ||
|
||||||
|
!std::isfinite(frame.global_equilibrium[3U + i]))
|
||||||
|
return Failure(domain, "nonfinite-solid-static-recovery",
|
||||||
|
"Static current-position balance must remain finite.");
|
||||||
|
}
|
||||||
|
return Status::Ok();
|
||||||
|
}
|
||||||
|
} // namespace
|
||||||
|
|
||||||
|
SolidStaticProcedureExecutor::SolidStaticProcedureExecutor(
|
||||||
|
const ParallelFor& parallel_for, LinearSolver& linear_solver,
|
||||||
|
TangentSolver& tangent_solver)
|
||||||
|
: parallel_for_(parallel_for),
|
||||||
|
linear_solver_(linear_solver),
|
||||||
|
tangent_solver_(tangent_solver) {}
|
||||||
|
|
||||||
|
Status SolidStaticProcedureExecutor::ExecuteInto(
|
||||||
|
const Domain& domain, SolidStaticState& state) const {
|
||||||
|
if (state.initialized_)
|
||||||
|
return Failure(domain, "solid-static-observer-not-fresh",
|
||||||
|
"Execution requires a fresh static observer.");
|
||||||
|
if (!domain.IsSolid() || domain.Frequency() != nullptr ||
|
||||||
|
domain.Dynamic() != nullptr || domain.Steps().Size() != 1U)
|
||||||
|
return Failure(domain, "invalid-solid-static-procedure",
|
||||||
|
"Solid static execution requires one Solid STATIC step.",
|
||||||
|
FailureCategory::kModel);
|
||||||
|
auto model = AnalysisModel::Create(domain);
|
||||||
|
if (!model.HasValue()) return model.GetStatus();
|
||||||
|
std::vector<std::unique_ptr<Element>> elements;
|
||||||
|
ElementView view;
|
||||||
|
for (auto e : model.Value().ActiveElements()) {
|
||||||
|
auto element = ElementFactory{}.Create(domain.Elements()[e], domain);
|
||||||
|
if (!element.HasValue()) return element.GetStatus();
|
||||||
|
view.emplace_back(*element.Value());
|
||||||
|
elements.push_back(std::move(element.Value()));
|
||||||
|
}
|
||||||
|
DofManager dofs;
|
||||||
|
const Status mapping = dofs.Build(model.Value(), view);
|
||||||
|
if (!mapping.IsOk()) return mapping;
|
||||||
|
auto baseline = SolidStaticState::Create(domain, dofs);
|
||||||
|
if (!baseline.HasValue()) return baseline.GetStatus();
|
||||||
|
state = std::move(baseline.Value());
|
||||||
|
std::vector<RuntimeSolid> solids;
|
||||||
|
for (const auto& element : elements) {
|
||||||
|
const auto* hex = dynamic_cast<const Hex8Element*>(element.get());
|
||||||
|
if (hex == nullptr)
|
||||||
|
return Failure(domain, "invalid-solid-static-element",
|
||||||
|
"Solid STATIC requires full-integration Hex8 kernels.",
|
||||||
|
FailureCategory::kModel);
|
||||||
|
auto scatter = dofs.ElementScatter(hex->DofLayout());
|
||||||
|
if (!scatter.HasValue()) return scatter.GetStatus();
|
||||||
|
solids.push_back({hex, std::move(scatter.Value())});
|
||||||
|
}
|
||||||
|
auto stiffness = SparseAssembler::Assemble(view, dofs, parallel_for_);
|
||||||
|
if (!stiffness.HasValue()) return stiffness.GetStatus();
|
||||||
|
const EssentialConstraintPolicy constraints;
|
||||||
|
const auto& step = model.Value().Step();
|
||||||
|
const bool nonlinear = step.IsNonlinearStatic();
|
||||||
|
// No support can remove any rigid mode; fail before a perturbed
|
||||||
|
// factorization.
|
||||||
|
if (dofs.ConstrainedDofCount() == 0U)
|
||||||
|
return Failure(domain, "solid-static-rigid-mechanism",
|
||||||
|
"An unsupported Solid static free system has rigid modes.");
|
||||||
|
if (!nonlinear) {
|
||||||
|
auto partition = constraints.Partition(stiffness.Value(), dofs);
|
||||||
|
if (!partition.HasValue()) return partition.GetStatus();
|
||||||
|
Status status = linear_solver_.Factorize(partition.Value().k_ff);
|
||||||
|
if (!status.IsOk()) return status;
|
||||||
|
// Preserve the required factorization-before-load-assembly lifecycle.
|
||||||
|
auto load = LoadAssembler::AssembleFullNodalLoad(model.Value(), dofs);
|
||||||
|
if (!load.HasValue()) return load.GetStatus();
|
||||||
|
auto rhs = LoadAssembler::EffectiveFreeRhs(
|
||||||
|
load.Value(), partition.Value().k_fc, dofs.PrescribedValues(), dofs);
|
||||||
|
if (!rhs.HasValue()) return rhs.GetStatus();
|
||||||
|
Vector free{dofs.FreeDofCount()};
|
||||||
|
status = linear_solver_.Solve(rhs.Value(), free);
|
||||||
|
if (!status.IsOk()) return status;
|
||||||
|
SolidStaticFrame frame = state.committed_;
|
||||||
|
frame.frame_index = 0U;
|
||||||
|
frame.increment_index = step.IsDirectStatic() ? step.IncrementCount() : 1U;
|
||||||
|
frame.load_factor = 1.0;
|
||||||
|
frame.is_factor_one = true;
|
||||||
|
frame.displacement =
|
||||||
|
constraints.ReconstructFull(free, dofs.PrescribedValues(), dofs);
|
||||||
|
auto recovery =
|
||||||
|
Assemble(solids, dofs, frame.displacement, false, parallel_for_);
|
||||||
|
if (!recovery.HasValue()) return recovery.GetStatus();
|
||||||
|
frame.internal_force = stiffness.Value().Multiply(frame.displacement);
|
||||||
|
frame.external_force = std::move(load.Value());
|
||||||
|
frame.solid_results = std::move(recovery.Value().points);
|
||||||
|
frame.physical_strain_energy = recovery.Value().energy;
|
||||||
|
status = CompleteFrame(domain, dofs, false, stiffness.Value(), frame);
|
||||||
|
return status.IsOk() ? state.CommitAcceptedFrame(frame) : status;
|
||||||
|
}
|
||||||
|
auto factors = Factors(domain);
|
||||||
|
if (!factors.HasValue()) return factors.GetStatus();
|
||||||
|
auto base_load = LoadAssembler::AssembleFullNodalLoad(model.Value(), dofs);
|
||||||
|
if (!base_load.HasValue()) return base_load.GetStatus();
|
||||||
|
for (const auto& increment : factors.Value()) {
|
||||||
|
const Vector start = state.committed_.displacement;
|
||||||
|
Vector trial = start;
|
||||||
|
for (std::size_t c = 0U; c < dofs.ConstrainedDofCount(); ++c)
|
||||||
|
trial[dofs.ConstrainedDofs()[c]] =
|
||||||
|
increment.load_factor * dofs.PrescribedValues()[c];
|
||||||
|
for (std::uint32_t iteration = 1U; iteration <= kMaximumIterations;
|
||||||
|
++iteration) {
|
||||||
|
SolidStaticIterationRecord record;
|
||||||
|
record.increment_index = increment.increment_index;
|
||||||
|
record.load_factor = increment.load_factor;
|
||||||
|
record.iteration = iteration;
|
||||||
|
record.stage = "entered";
|
||||||
|
const auto fail = [&](const Status& failure) {
|
||||||
|
record.diagnostic_code = failure.Diagnostics().empty()
|
||||||
|
? "solid-static-failure"
|
||||||
|
: failure.Diagnostics()[0].code;
|
||||||
|
record.failure_reason = failure.Diagnostics().empty()
|
||||||
|
? "Static trial failed."
|
||||||
|
: failure.Diagnostics()[0].message;
|
||||||
|
state.iterations_.push_back(record);
|
||||||
|
return failure;
|
||||||
|
};
|
||||||
|
record.stage = "trial-recovery";
|
||||||
|
auto assembly = Assemble(solids, dofs, trial, true, parallel_for_);
|
||||||
|
if (!assembly.HasValue()) return fail(assembly.GetStatus());
|
||||||
|
SolidStaticFrame frame = state.committed_;
|
||||||
|
frame.balance = {};
|
||||||
|
frame.global_equilibrium = {};
|
||||||
|
frame.frame_index =
|
||||||
|
static_cast<std::uint32_t>(state.accepted_frames_.size());
|
||||||
|
frame.increment_index = increment.increment_index;
|
||||||
|
frame.load_factor = increment.load_factor;
|
||||||
|
frame.iteration_count = iteration;
|
||||||
|
frame.is_factor_one = increment.is_factor_one;
|
||||||
|
frame.displacement = trial;
|
||||||
|
frame.internal_force = std::move(assembly.Value().force);
|
||||||
|
frame.external_force = base_load.Value();
|
||||||
|
frame.external_force.Scale(increment.load_factor);
|
||||||
|
frame.solid_results = std::move(assembly.Value().points);
|
||||||
|
frame.physical_strain_energy = assembly.Value().energy;
|
||||||
|
auto status = CompleteFrame(domain, dofs, true, stiffness.Value(), frame);
|
||||||
|
if (!status.IsOk()) return fail(status);
|
||||||
|
record.stage = "tangent-partition";
|
||||||
|
auto partition = constraints.Partition(assembly.Value().tangent, dofs);
|
||||||
|
if (!partition.HasValue()) return fail(partition.GetStatus());
|
||||||
|
Vector correction{dofs.FreeDofCount()};
|
||||||
|
// Empty free is vacuous; prescribed geometry/recovery above still runs.
|
||||||
|
if (dofs.FreeDofCount() != 0U) {
|
||||||
|
record.stage = "tangent-factorization";
|
||||||
|
status = tangent_solver_.FactorizeFresh(partition.Value().k_ff);
|
||||||
|
if (!status.IsOk()) return fail(status);
|
||||||
|
auto rhs = constraints.GatherFree(frame.residual, dofs);
|
||||||
|
rhs.Scale(-1.0);
|
||||||
|
record.stage = "correction-solve";
|
||||||
|
status = tangent_solver_.SolveCorrection(rhs, correction);
|
||||||
|
if (!status.IsOk()) return fail(status);
|
||||||
|
}
|
||||||
|
Vector current_increment{dofs.FreeDofCount()};
|
||||||
|
for (std::size_t f = 0U; f < dofs.FreeDofCount(); ++f) {
|
||||||
|
const auto full = dofs.FreeDofs()[f];
|
||||||
|
current_increment[f] = trial[full] - start[full];
|
||||||
|
}
|
||||||
|
record.stage = "convergence";
|
||||||
|
auto convergence = EvaluateSolidStaticConvergence(
|
||||||
|
constraints.GatherFree(frame.residual, dofs),
|
||||||
|
constraints.GatherFree(frame.internal_force, dofs),
|
||||||
|
constraints.GatherFree(frame.external_force, dofs), correction,
|
||||||
|
current_increment);
|
||||||
|
if (!convergence.HasValue()) return fail(convergence.GetStatus());
|
||||||
|
record.force_residual = convergence.Value().force_residual;
|
||||||
|
record.translation_correction =
|
||||||
|
convergence.Value().translation_correction;
|
||||||
|
record.convergence_evaluated = true;
|
||||||
|
if (record.force_residual.passed &&
|
||||||
|
record.translation_correction.passed) {
|
||||||
|
record.stage = "commit";
|
||||||
|
status = state.CommitAcceptedFrame(frame);
|
||||||
|
if (!status.IsOk()) return fail(status);
|
||||||
|
record.accepted = true;
|
||||||
|
state.iterations_.push_back(record);
|
||||||
|
break;
|
||||||
|
}
|
||||||
|
if (iteration == kMaximumIterations)
|
||||||
|
return fail(Failure(domain, "solid-static-nonconvergence",
|
||||||
|
"Solid STATIC exceeded 100 Newton iterations."));
|
||||||
|
for (std::size_t f = 0U; f < dofs.FreeDofCount(); ++f)
|
||||||
|
trial[dofs.FreeDofs()[f]] += correction[f];
|
||||||
|
record.stage = "continue";
|
||||||
|
state.iterations_.push_back(record);
|
||||||
|
}
|
||||||
|
}
|
||||||
|
return Status::Ok();
|
||||||
|
}
|
||||||
|
Result<SolidStaticExecutionResult> SolidStaticProcedureExecutor::Execute(
|
||||||
|
const Domain& domain) const {
|
||||||
|
SolidStaticState state;
|
||||||
|
const Status status = ExecuteInto(domain, state);
|
||||||
|
if (!status.IsOk())
|
||||||
|
return Result<SolidStaticExecutionResult>::Failure(status);
|
||||||
|
auto diagnostics = domain.Warnings();
|
||||||
|
SortDiagnostics(diagnostics);
|
||||||
|
return Result<SolidStaticExecutionResult>::Success(
|
||||||
|
{std::move(state), std::move(diagnostics)});
|
||||||
|
}
|
||||||
|
} // namespace fesa
|
||||||
@@ -0,0 +1,216 @@
|
|||||||
|
#include "fesa/analysis/solid_static_state.h"
|
||||||
|
|
||||||
|
#include <algorithm>
|
||||||
|
#include <cmath>
|
||||||
|
#include <utility>
|
||||||
|
|
||||||
|
#include "fesa/elements/element_factory.h"
|
||||||
|
#include "fesa/elements/hex8_element.h"
|
||||||
|
|
||||||
|
namespace fesa {
|
||||||
|
namespace {
|
||||||
|
/// @brief Keeps state/control failures separate from input syntax failures.
|
||||||
|
Status StateFailure(const char* code, const char* message) {
|
||||||
|
return Status::Failure(
|
||||||
|
FailureCategory::kSolver,
|
||||||
|
{{Severity::kError, code, {}, "SOLID_STATIC", {}, message}});
|
||||||
|
}
|
||||||
|
/// @brief Validates all components without a zero clamp or scale floor.
|
||||||
|
template <class Range>
|
||||||
|
bool Finite(const Range& values) {
|
||||||
|
for (double value : values)
|
||||||
|
if (!std::isfinite(value)) return false;
|
||||||
|
return true;
|
||||||
|
}
|
||||||
|
/// @brief Validates owned vectors including their physical full-space size.
|
||||||
|
bool FiniteVector(const Vector& values, std::size_t size) {
|
||||||
|
if (values.Size() != size) return false;
|
||||||
|
for (std::size_t i = 0U; i < size; ++i)
|
||||||
|
if (!std::isfinite(values[i])) return false;
|
||||||
|
return true;
|
||||||
|
}
|
||||||
|
/// @brief Calculates the infinity norm after separate finite validation.
|
||||||
|
double InfinityNorm(const Vector& values) {
|
||||||
|
double norm = 0.0;
|
||||||
|
for (std::size_t i = 0U; i < values.Size(); ++i)
|
||||||
|
norm = (std::max)(norm, std::abs(values[i]));
|
||||||
|
return norm;
|
||||||
|
}
|
||||||
|
/// @brief Compares immutable semantic and raw source identities.
|
||||||
|
bool SameIdentity(const SourceEntityId& a, const SourceEntityId& b) {
|
||||||
|
return a.instance_name == b.instance_name &&
|
||||||
|
a.source_label == b.source_label &&
|
||||||
|
a.source_label_text == b.source_label_text;
|
||||||
|
}
|
||||||
|
/// @brief Builds one raw criterion with the approved branch and physical unit.
|
||||||
|
NewtonChannelDecision Decision(const char* name, double numerator,
|
||||||
|
double denominator, NewtonChannelUnit unit) {
|
||||||
|
const bool absolute = denominator == 0.0;
|
||||||
|
const double threshold =
|
||||||
|
absolute ? kNewtonZeroScaleThreshold : kNewtonRelativeThreshold;
|
||||||
|
return {
|
||||||
|
name,
|
||||||
|
numerator,
|
||||||
|
denominator,
|
||||||
|
absolute ? NewtonConvergenceBranch::kZeroScale
|
||||||
|
: NewtonConvergenceBranch::kRelative,
|
||||||
|
threshold,
|
||||||
|
absolute ? unit : NewtonChannelUnit::kDimensionless,
|
||||||
|
absolute ? numerator <= threshold : numerator / denominator <= threshold};
|
||||||
|
}
|
||||||
|
} // namespace
|
||||||
|
|
||||||
|
Result<SolidStaticIterationRecord> EvaluateSolidStaticConvergence(
|
||||||
|
const Vector& residual, const Vector& internal, const Vector& external,
|
||||||
|
const Vector& correction, const Vector& increment) {
|
||||||
|
const std::size_t size = residual.Size();
|
||||||
|
if (!FiniteVector(residual, size) || !FiniteVector(internal, size) ||
|
||||||
|
!FiniteVector(external, size) || !FiniteVector(correction, size) ||
|
||||||
|
!FiniteVector(increment, size))
|
||||||
|
return Result<SolidStaticIterationRecord>::Failure(StateFailure(
|
||||||
|
"nonfinite-solid-newton-data",
|
||||||
|
"Static channels require finite vectors of the same free dimension."));
|
||||||
|
const double external_norm = InfinityNorm(external);
|
||||||
|
const double force_scale =
|
||||||
|
external_norm == 0.0 ? 0.0
|
||||||
|
: (std::max)(external_norm, InfinityNorm(internal));
|
||||||
|
SolidStaticIterationRecord record;
|
||||||
|
record.force_residual = Decision("residual_force", InfinityNorm(residual),
|
||||||
|
force_scale, NewtonChannelUnit::kForce);
|
||||||
|
record.translation_correction =
|
||||||
|
Decision("correction_translation", InfinityNorm(correction),
|
||||||
|
InfinityNorm(increment), NewtonChannelUnit::kLength);
|
||||||
|
record.convergence_evaluated = true;
|
||||||
|
return Result<SolidStaticIterationRecord>::Success(std::move(record));
|
||||||
|
}
|
||||||
|
|
||||||
|
Result<SolidStaticState> SolidStaticState::Create(const Domain& domain,
|
||||||
|
const DofManager& dofs) {
|
||||||
|
if (!domain.IsSolid() || domain.Steps().Size() != 1U ||
|
||||||
|
domain.Frequency() != nullptr || domain.Dynamic() != nullptr ||
|
||||||
|
dofs.Profile() != DofProfile::kSolidStructural ||
|
||||||
|
dofs.ComponentsPerNode() != 3U ||
|
||||||
|
dofs.FullDofCount() != 3U * domain.Nodes().size())
|
||||||
|
return Result<SolidStaticState>::Failure(
|
||||||
|
StateFailure("invalid-solid-static-state",
|
||||||
|
"Static state requires one Solid static step and matching "
|
||||||
|
"3N mapping."));
|
||||||
|
const Status mapping = dofs.ValidateInvariants();
|
||||||
|
if (!mapping.IsOk()) return Result<SolidStaticState>::Failure(mapping);
|
||||||
|
SolidStaticState state;
|
||||||
|
state.initialized_ = true;
|
||||||
|
state.nonlinear_ = domain.Steps()[0].IsNonlinearStatic();
|
||||||
|
state.constrained_dofs_ = dofs.ConstrainedDofs();
|
||||||
|
state.prescribed_values_ = dofs.PrescribedValues();
|
||||||
|
const std::size_t count = dofs.FullDofCount();
|
||||||
|
state.committed_.displacement = Vector{count};
|
||||||
|
state.committed_.internal_force = Vector{count};
|
||||||
|
state.committed_.external_force = Vector{count};
|
||||||
|
state.committed_.residual = Vector{count};
|
||||||
|
state.committed_.reaction = Vector{count};
|
||||||
|
for (std::size_t node = 0U; node < domain.Nodes().size(); ++node) {
|
||||||
|
state.committed_.nodal_internal_order.push_back(
|
||||||
|
static_cast<EntityIndex>(node));
|
||||||
|
state.committed_.nodal_source_ids.push_back(domain.Nodes()[node].source_id);
|
||||||
|
}
|
||||||
|
// Capture the immutable point coordinates from certified zero-state kernels.
|
||||||
|
// Later state commits cannot substitute another element or result location.
|
||||||
|
for (std::size_t e = 0U; e < domain.Elements().Size(); ++e) {
|
||||||
|
auto element = ElementFactory{}.Create(domain.Elements()[e], domain);
|
||||||
|
if (!element.HasValue())
|
||||||
|
return Result<SolidStaticState>::Failure(element.GetStatus());
|
||||||
|
const auto* hex = dynamic_cast<const Hex8Element*>(element.Value().get());
|
||||||
|
if (hex == nullptr)
|
||||||
|
return Result<SolidStaticState>::Failure(StateFailure(
|
||||||
|
"invalid-solid-static-state", "Static state requires Hex8 kernels."));
|
||||||
|
auto response = hex->EvaluateLinear(Vector{24U});
|
||||||
|
if (!response.HasValue())
|
||||||
|
return Result<SolidStaticState>::Failure(response.GetStatus());
|
||||||
|
state.reference_points_.insert(state.reference_points_.end(),
|
||||||
|
response.Value().points.begin(),
|
||||||
|
response.Value().points.end());
|
||||||
|
}
|
||||||
|
return Result<SolidStaticState>::Success(std::move(state));
|
||||||
|
}
|
||||||
|
|
||||||
|
Status SolidStaticState::CommitAcceptedFrame(const SolidStaticFrame& frame) {
|
||||||
|
const auto invalid = []() {
|
||||||
|
return StateFailure(
|
||||||
|
"invalid-solid-static-frame",
|
||||||
|
"Static candidate identity, projection or recovery is invalid.");
|
||||||
|
};
|
||||||
|
if (!initialized_ || frame.frame_index != accepted_frames_.size() ||
|
||||||
|
frame.increment_index == 0U || !std::isfinite(frame.load_factor) ||
|
||||||
|
!(frame.load_factor > committed_.load_factor) ||
|
||||||
|
frame.load_factor > 1.0 ||
|
||||||
|
frame.is_factor_one != (frame.load_factor == 1.0) ||
|
||||||
|
(nonlinear_ &&
|
||||||
|
(frame.increment_index != committed_.increment_index + 1U ||
|
||||||
|
frame.iteration_count == 0U || frame.iteration_count > 100U)) ||
|
||||||
|
(!nonlinear_ && (!accepted_frames_.empty() || frame.load_factor != 1.0 ||
|
||||||
|
frame.iteration_count != 0U)))
|
||||||
|
return invalid();
|
||||||
|
const std::size_t count = committed_.displacement.Size();
|
||||||
|
if (frame.nodal_internal_order != committed_.nodal_internal_order ||
|
||||||
|
frame.nodal_source_ids.size() != committed_.nodal_source_ids.size() ||
|
||||||
|
!FiniteVector(frame.displacement, count) ||
|
||||||
|
!FiniteVector(frame.internal_force, count) ||
|
||||||
|
!FiniteVector(frame.external_force, count) ||
|
||||||
|
!FiniteVector(frame.residual, count) ||
|
||||||
|
!FiniteVector(frame.reaction, count) ||
|
||||||
|
frame.solid_results.size() != reference_points_.size() ||
|
||||||
|
!std::isfinite(frame.physical_strain_energy) ||
|
||||||
|
!Finite(frame.global_equilibrium) ||
|
||||||
|
!Finite(frame.balance.internal_force_sum) ||
|
||||||
|
!Finite(frame.balance.reference_internal_moment) ||
|
||||||
|
!Finite(frame.balance.current_internal_moment) ||
|
||||||
|
!Finite(frame.balance.free_residual_moment) ||
|
||||||
|
!Finite(frame.balance.linearization_moment) ||
|
||||||
|
!Finite(frame.balance.internal_force_scale) ||
|
||||||
|
!Finite(frame.balance.reference_moment_scale) ||
|
||||||
|
!Finite(frame.balance.current_moment_scale))
|
||||||
|
return invalid();
|
||||||
|
for (std::size_t node = 0U; node < frame.nodal_source_ids.size(); ++node)
|
||||||
|
if (!SameIdentity(frame.nodal_source_ids[node],
|
||||||
|
committed_.nodal_source_ids[node]))
|
||||||
|
return invalid();
|
||||||
|
std::vector<bool> constrained(count, false);
|
||||||
|
for (std::size_t c = 0U; c < constrained_dofs_.size(); ++c) {
|
||||||
|
const auto full = constrained_dofs_[c];
|
||||||
|
constrained[full] = true;
|
||||||
|
if (frame.displacement[full] != frame.load_factor * prescribed_values_[c])
|
||||||
|
return invalid();
|
||||||
|
}
|
||||||
|
for (std::size_t i = 0U; i < count; ++i)
|
||||||
|
if (frame.residual[i] !=
|
||||||
|
frame.internal_force[i] - frame.external_force[i] ||
|
||||||
|
frame.reaction[i] != (constrained[i] ? frame.residual[i] : 0.0))
|
||||||
|
return invalid();
|
||||||
|
for (std::size_t g = 0U; g < reference_points_.size(); ++g) {
|
||||||
|
const auto& row = frame.solid_results[g];
|
||||||
|
const auto& reference = reference_points_[g];
|
||||||
|
if (row.element != reference.element ||
|
||||||
|
row.integration_point != reference.integration_point ||
|
||||||
|
row.natural_coordinates != reference.natural_coordinates ||
|
||||||
|
row.reference_coordinates != reference.reference_coordinates ||
|
||||||
|
!Finite(row.cauchy_stress) || !Finite(row.strain))
|
||||||
|
return invalid();
|
||||||
|
}
|
||||||
|
// Prepare both copies before mutating committed history.
|
||||||
|
SolidStaticFrame next = frame;
|
||||||
|
accepted_frames_.push_back(frame);
|
||||||
|
committed_ = std::move(next);
|
||||||
|
return Status::Ok();
|
||||||
|
}
|
||||||
|
const std::vector<SolidStaticFrame>& SolidStaticState::AcceptedFrames()
|
||||||
|
const noexcept {
|
||||||
|
return accepted_frames_;
|
||||||
|
}
|
||||||
|
const SolidStaticFrame& SolidStaticState::CommittedState() const noexcept {
|
||||||
|
return committed_;
|
||||||
|
}
|
||||||
|
const std::vector<SolidStaticIterationRecord>&
|
||||||
|
SolidStaticState::IterationRecords() const noexcept {
|
||||||
|
return iterations_;
|
||||||
|
}
|
||||||
|
} // namespace fesa
|
||||||
@@ -0,0 +1,738 @@
|
|||||||
|
#include "fesa/analysis/solid_static_procedure.h"
|
||||||
|
|
||||||
|
#include <gtest/gtest.h>
|
||||||
|
|
||||||
|
#include <cmath>
|
||||||
|
#include <filesystem>
|
||||||
|
#include <fstream>
|
||||||
|
#include <iostream>
|
||||||
|
#include <limits>
|
||||||
|
#include <sstream>
|
||||||
|
#include <string>
|
||||||
|
|
||||||
|
#include "fesa/assembly/parallel_for.h"
|
||||||
|
#include "fesa/io/abaqus/domain_mapper.h"
|
||||||
|
#include "fesa/io/abaqus/input_reader.h"
|
||||||
|
#include "fesa/math/sparse_matrix.h"
|
||||||
|
#include "fesa/solvers/linear/mkl_pardiso_solver.h"
|
||||||
|
#include "fesa/solvers/linear/mkl_pardiso_tangent_solver.h"
|
||||||
|
|
||||||
|
namespace {
|
||||||
|
const double kX[8][3] = {{0, 0, 0}, {1, 0, 0}, {1, 1, 0}, {0, 1, 0},
|
||||||
|
{0, 0, 1}, {1, 0, 1}, {1, 1, 1}, {0, 1, 1}};
|
||||||
|
std::string Deck(const std::string& boundary, const std::string& load = "",
|
||||||
|
bool nonlinear = false, double h = 0.25, double period = 1.0) {
|
||||||
|
std::ostringstream out;
|
||||||
|
out << "*Part,name=P\n*Node\n";
|
||||||
|
for (int a = 0; a < 8; ++a)
|
||||||
|
out << a + 1 << ',' << kX[a][0] << ',' << kX[a][1] << ',' << kX[a][2]
|
||||||
|
<< '\n';
|
||||||
|
out << "*Element,type=C3D8,elset=E\n99,1,2,3,4,5,6,7,8\n"
|
||||||
|
"*Solid Section,elset=E,material=M\n,\n*End Part\n"
|
||||||
|
"*Assembly,name=A\n*Instance,name=I,part=P\n*End Instance\n"
|
||||||
|
"*End Assembly\n*Material,name=M\n*Elastic\n120,.25\n"
|
||||||
|
"*Step,name=Solid,inc=100";
|
||||||
|
if (nonlinear) out << ",nlgeom=YES";
|
||||||
|
out << "\n*Static,direct\n" << h << ',' << period << '\n';
|
||||||
|
if (!boundary.empty()) out << "*Boundary\n" << boundary;
|
||||||
|
if (!load.empty()) out << "*Cload\n" << load;
|
||||||
|
out << "*End Step\n";
|
||||||
|
return out.str();
|
||||||
|
}
|
||||||
|
fesa::Result<fesa::Domain> Map(const std::string& text) {
|
||||||
|
const auto path = std::filesystem::temp_directory_path() /
|
||||||
|
"fesa-solid-static-procedure.inp";
|
||||||
|
{
|
||||||
|
std::ofstream out{path};
|
||||||
|
out << text;
|
||||||
|
}
|
||||||
|
auto syntax = fesa::AbaqusInputReader{}.Read(path);
|
||||||
|
std::filesystem::remove(path);
|
||||||
|
if (!syntax.HasValue())
|
||||||
|
return fesa::Result<fesa::Domain>::Failure(syntax.GetStatus());
|
||||||
|
return fesa::AbaqusDomainMapper{}.Map(syntax.Value());
|
||||||
|
}
|
||||||
|
std::string Message(const fesa::Status& status) {
|
||||||
|
return status.Diagnostics().empty() ? "" : status.Diagnostics()[0].message;
|
||||||
|
}
|
||||||
|
fesa::Result<fesa::SolidStaticExecutionResult> ExecuteSolid(
|
||||||
|
const fesa::Domain& domain) {
|
||||||
|
fesa::SerialParallelFor serial;
|
||||||
|
fesa::MklPardisoSolver linear;
|
||||||
|
fesa::MklPardisoTangentSolver tangent;
|
||||||
|
return fesa::SolidStaticProcedureExecutor(serial, linear, tangent)
|
||||||
|
.Execute(domain);
|
||||||
|
}
|
||||||
|
// Symmetry supports permit the exact affine uniaxial solution
|
||||||
|
// u=(e*x,-nu*e*y,-nu*e*z).
|
||||||
|
std::string Supports(double left = 0.0) {
|
||||||
|
std::ostringstream out;
|
||||||
|
for (int a = 0; a < 8; ++a) {
|
||||||
|
if (kX[a][0] == 0) out << a + 1 << ",1,1," << left << '\n';
|
||||||
|
if (kX[a][1] == 0) out << a + 1 << ",2,2,0\n";
|
||||||
|
if (kX[a][2] == 0) out << a + 1 << ",3,3,0\n";
|
||||||
|
}
|
||||||
|
return out.str();
|
||||||
|
}
|
||||||
|
std::string Tension(double force) {
|
||||||
|
std::ostringstream out;
|
||||||
|
for (int a = 0; a < 8; ++a)
|
||||||
|
if (kX[a][0] == 1) out << a + 1 << ",1," << force / 4.0 << '\n';
|
||||||
|
return out.str();
|
||||||
|
}
|
||||||
|
std::string AffineBoundary(double ex, double shear = 0.0, double angle = 0.0) {
|
||||||
|
std::ostringstream out;
|
||||||
|
out.precision(17);
|
||||||
|
for (int a = 0; a < 8; ++a) {
|
||||||
|
const double x = (1 + ex) * kX[a][0] + shear * kX[a][1];
|
||||||
|
const double y = kX[a][1];
|
||||||
|
const double u[3] = {std::cos(angle) * x - std::sin(angle) * y - kX[a][0],
|
||||||
|
std::sin(angle) * x + std::cos(angle) * y - kX[a][1],
|
||||||
|
0};
|
||||||
|
for (int i = 0; i < 3; ++i)
|
||||||
|
out << a + 1 << ',' << i + 1 << ',' << i + 1 << ',' << u[i] << '\n';
|
||||||
|
}
|
||||||
|
return out.str();
|
||||||
|
}
|
||||||
|
class FailedTangent final : public fesa::TangentSolver {
|
||||||
|
public:
|
||||||
|
enum class Mode { kBackend, kIteration, kNonfinite, kGeometry };
|
||||||
|
explicit FailedTangent(Mode mode, bool after_accepted = false)
|
||||||
|
: mode_(mode), after_accepted_(after_accepted) {}
|
||||||
|
fesa::Status FactorizeFresh(const fesa::SparseMatrix& matrix) override {
|
||||||
|
// First increment is a genuine accepted solve, then inject a backend fault.
|
||||||
|
++calls_;
|
||||||
|
if (mode_ == Mode::kBackend && calls_ > 3U)
|
||||||
|
return fesa::Status::Failure(fesa::FailureCategory::kSolver,
|
||||||
|
{{fesa::Severity::kError,
|
||||||
|
"injected-backend",
|
||||||
|
{},
|
||||||
|
"STATIC",
|
||||||
|
{},
|
||||||
|
"Backend failed."}});
|
||||||
|
return solver_.FactorizeFresh(matrix);
|
||||||
|
}
|
||||||
|
fesa::Status SolveCorrection(const fesa::Vector& rhs,
|
||||||
|
fesa::Vector& du) const override {
|
||||||
|
if (mode_ == Mode::kBackend || (after_accepted_ && calls_ <= 2U))
|
||||||
|
return solver_.SolveCorrection(rhs, du);
|
||||||
|
for (std::size_t i = 0; i < du.Size(); ++i)
|
||||||
|
du[i] = mode_ == Mode::kNonfinite
|
||||||
|
? std::numeric_limits<double>::quiet_NaN()
|
||||||
|
: mode_ == Mode::kGeometry ? -100.0
|
||||||
|
: 0.0;
|
||||||
|
return fesa::Status::Ok();
|
||||||
|
}
|
||||||
|
|
||||||
|
private:
|
||||||
|
Mode mode_;
|
||||||
|
bool after_accepted_;
|
||||||
|
unsigned calls_{0U};
|
||||||
|
fesa::MklPardisoTangentSolver solver_;
|
||||||
|
};
|
||||||
|
|
||||||
|
class ObservedIndefiniteTangent final : public fesa::TangentSolver {
|
||||||
|
public:
|
||||||
|
fesa::Status FactorizeFresh(const fesa::SparseMatrix& matrix) override {
|
||||||
|
rayleigh_sum = 0.0;
|
||||||
|
for (double value : matrix.Values()) rayleigh_sum += value;
|
||||||
|
return solver_.FactorizeFresh(matrix);
|
||||||
|
}
|
||||||
|
fesa::Status SolveCorrection(const fesa::Vector& rhs,
|
||||||
|
fesa::Vector& du) const override {
|
||||||
|
return solver_.SolveCorrection(rhs, du);
|
||||||
|
}
|
||||||
|
double rayleigh_sum{0.0};
|
||||||
|
|
||||||
|
private:
|
||||||
|
fesa::MklPardisoTangentSolver solver_;
|
||||||
|
};
|
||||||
|
} // namespace
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure, LinearForceNonzeroSupportAndCompleteRecovery) {
|
||||||
|
auto domain = Map(Deck(Supports(0.02), Tension(1.2)));
|
||||||
|
ASSERT_TRUE(domain.HasValue()) << Message(domain.GetStatus());
|
||||||
|
auto result = ExecuteSolid(domain.Value());
|
||||||
|
ASSERT_TRUE(result.HasValue()) << Message(result.GetStatus());
|
||||||
|
ASSERT_EQ(result.Value().state.AcceptedFrames().size(), 1U);
|
||||||
|
const auto& frame = result.Value().state.AcceptedFrames()[0];
|
||||||
|
EXPECT_EQ(frame.frame_index, 0U);
|
||||||
|
EXPECT_DOUBLE_EQ(frame.load_factor, 1.0);
|
||||||
|
ASSERT_EQ(frame.displacement.Size(), 24U);
|
||||||
|
ASSERT_EQ(frame.solid_results.size(), 8U);
|
||||||
|
for (std::size_t a = 0; a < 8; ++a) {
|
||||||
|
EXPECT_NEAR(frame.displacement[3 * a], 0.02 + 0.01 * kX[a][0], 1e-13);
|
||||||
|
EXPECT_NEAR(frame.displacement[3 * a + 1], -0.0025 * kX[a][1], 1e-13);
|
||||||
|
EXPECT_NEAR(frame.displacement[3 * a + 2], -0.0025 * kX[a][2], 1e-13);
|
||||||
|
if (kX[a][0] == 1)
|
||||||
|
EXPECT_DOUBLE_EQ(frame.reaction[3 * a], 0.0);
|
||||||
|
else
|
||||||
|
EXPECT_NEAR(frame.reaction[3 * a], -0.3, 1e-13);
|
||||||
|
}
|
||||||
|
EXPECT_NEAR(frame.physical_strain_energy, 0.006, 1e-13);
|
||||||
|
for (const auto& point : frame.solid_results) {
|
||||||
|
EXPECT_NEAR(point.cauchy_stress[0], 1.2, 1e-12);
|
||||||
|
EXPECT_NEAR(point.cauchy_stress[1], 0.0, 1e-12);
|
||||||
|
EXPECT_NEAR(point.strain[0], 0.01, 1e-13);
|
||||||
|
}
|
||||||
|
for (double value : frame.global_equilibrium) EXPECT_NEAR(value, 0.0, 1e-12);
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure,
|
||||||
|
AllConstrainedShearHasTensorStrainAndLinearMomentEvidence) {
|
||||||
|
auto domain = Map(Deck(AffineBoundary(0.02, 0.03)));
|
||||||
|
ASSERT_TRUE(domain.HasValue()) << Message(domain.GetStatus());
|
||||||
|
auto result = ExecuteSolid(domain.Value());
|
||||||
|
ASSERT_TRUE(result.HasValue()) << Message(result.GetStatus());
|
||||||
|
const auto& frame = result.Value().state.CommittedState();
|
||||||
|
for (const auto& point : frame.solid_results) {
|
||||||
|
EXPECT_NEAR(point.strain[3], 0.015, 1e-13);
|
||||||
|
EXPECT_NEAR(point.cauchy_stress[3], 1.44, 1e-12);
|
||||||
|
}
|
||||||
|
EXPECT_NEAR(frame.physical_strain_energy, 0.0504, 1e-13);
|
||||||
|
EXPECT_GT(std::abs(frame.balance.current_internal_moment[2]), 1e-5);
|
||||||
|
EXPECT_NEAR(frame.balance.current_internal_moment[2],
|
||||||
|
frame.balance.linearization_moment[2], 1e-12);
|
||||||
|
EXPECT_NEAR(frame.balance.reference_internal_moment[2], 0.0, 1e-12);
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure,
|
||||||
|
NonlinearDirectScheduleScalesForceAndAbsoluteTargets) {
|
||||||
|
auto domain = Map(Deck(Supports(0.02), Tension(1.2), true, 0.5, 2.0));
|
||||||
|
ASSERT_TRUE(domain.HasValue()) << Message(domain.GetStatus());
|
||||||
|
auto result = ExecuteSolid(domain.Value());
|
||||||
|
ASSERT_TRUE(result.HasValue()) << Message(result.GetStatus());
|
||||||
|
ASSERT_EQ(result.Value().state.AcceptedFrames().size(), 4U);
|
||||||
|
for (std::size_t n = 0; n < 4; ++n) {
|
||||||
|
const auto& frame = result.Value().state.AcceptedFrames()[n];
|
||||||
|
EXPECT_EQ(frame.frame_index, n);
|
||||||
|
EXPECT_EQ(frame.increment_index, n + 1U);
|
||||||
|
EXPECT_DOUBLE_EQ(frame.load_factor, 0.25 * (n + 1));
|
||||||
|
EXPECT_DOUBLE_EQ(frame.displacement[0], 0.02 * frame.load_factor);
|
||||||
|
EXPECT_DOUBLE_EQ(frame.external_force[3], 0.3 * frame.load_factor);
|
||||||
|
EXPECT_GT(frame.iteration_count, 1U);
|
||||||
|
EXPECT_EQ(frame.is_factor_one, n == 3);
|
||||||
|
for (double value : frame.balance.current_internal_moment)
|
||||||
|
EXPECT_NEAR(value, 0.0, 1e-12);
|
||||||
|
}
|
||||||
|
ASSERT_FALSE(result.Value().state.IterationRecords().empty());
|
||||||
|
EXPECT_TRUE(result.Value().state.IterationRecords().back().accepted);
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure, PurePrescribedNonlinearAndSmallLoadLinearLimit) {
|
||||||
|
auto pure = Map(Deck(
|
||||||
|
Supports() + "2,1,1,.01\n3,1,1,.01\n6,1,1,.01\n7,1,1,.01\n", "", true));
|
||||||
|
ASSERT_TRUE(pure.HasValue());
|
||||||
|
auto result = ExecuteSolid(pure.Value());
|
||||||
|
ASSERT_TRUE(result.HasValue()) << Message(result.GetStatus());
|
||||||
|
for (const auto& record : result.Value().state.IterationRecords())
|
||||||
|
if (record.convergence_evaluated) {
|
||||||
|
EXPECT_EQ(record.force_residual.branch,
|
||||||
|
fesa::NewtonConvergenceBranch::kZeroScale);
|
||||||
|
EXPECT_DOUBLE_EQ(record.force_residual.denominator_scale, 0.0);
|
||||||
|
}
|
||||||
|
auto linear = Map(Deck(Supports(), Tension(1.2e-5)));
|
||||||
|
auto nonlinear = Map(Deck(Supports(), Tension(1.2e-5), true));
|
||||||
|
ASSERT_TRUE(linear.HasValue());
|
||||||
|
ASSERT_TRUE(nonlinear.HasValue());
|
||||||
|
auto l = ExecuteSolid(linear.Value());
|
||||||
|
auto n = ExecuteSolid(nonlinear.Value());
|
||||||
|
ASSERT_TRUE(l.HasValue());
|
||||||
|
ASSERT_TRUE(n.HasValue()) << Message(n.GetStatus());
|
||||||
|
for (std::size_t i = 0; i < 24; ++i)
|
||||||
|
EXPECT_NEAR(l.Value().state.CommittedState().displacement[i],
|
||||||
|
n.Value().state.CommittedState().displacement[i], 2e-13);
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure, StrainedThenRotatedTLCauchyAndEnergyOracle) {
|
||||||
|
const double angle = 1.2;
|
||||||
|
auto domain = Map(Deck(AffineBoundary(0.03, 0, angle), "", true));
|
||||||
|
ASSERT_TRUE(domain.HasValue());
|
||||||
|
auto result = ExecuteSolid(domain.Value());
|
||||||
|
ASSERT_TRUE(result.HasValue()) << Message(result.GetStatus());
|
||||||
|
const auto& frame = result.Value().state.CommittedState();
|
||||||
|
const double green = (1.03 * 1.03 - 1) / 2;
|
||||||
|
const double s0 = 144 * green * 1.03;
|
||||||
|
const double s1 = 48 * green / 1.03;
|
||||||
|
for (const auto& point : frame.solid_results) {
|
||||||
|
EXPECT_NEAR(point.strain[0], green, 1e-13);
|
||||||
|
EXPECT_NEAR(
|
||||||
|
point.cauchy_stress[0],
|
||||||
|
std::pow(std::cos(angle), 2) * s0 + std::pow(std::sin(angle), 2) * s1,
|
||||||
|
1e-11);
|
||||||
|
EXPECT_NEAR(point.cauchy_stress[3],
|
||||||
|
std::sin(angle) * std::cos(angle) * (s0 - s1), 1e-11);
|
||||||
|
}
|
||||||
|
EXPECT_NEAR(frame.physical_strain_energy, 72 * green * green, 1e-12);
|
||||||
|
for (double value : frame.balance.current_internal_moment)
|
||||||
|
EXPECT_NEAR(value, 0.0, 1e-12);
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure, FailedBackendKeepsActualAcceptedHistory) {
|
||||||
|
auto domain = Map(Deck(Supports(), Tension(1.2), true));
|
||||||
|
ASSERT_TRUE(domain.HasValue());
|
||||||
|
fesa::SerialParallelFor serial;
|
||||||
|
fesa::MklPardisoSolver linear;
|
||||||
|
FailedTangent tangent{FailedTangent::Mode::kBackend};
|
||||||
|
fesa::SolidStaticState state;
|
||||||
|
auto status = fesa::SolidStaticProcedureExecutor(serial, linear, tangent)
|
||||||
|
.ExecuteInto(domain.Value(), state);
|
||||||
|
ASSERT_FALSE(status.IsOk());
|
||||||
|
ASSERT_EQ(state.AcceptedFrames().size(), 1U);
|
||||||
|
EXPECT_DOUBLE_EQ(state.CommittedState().load_factor, 0.25);
|
||||||
|
EXPECT_EQ(state.CommittedState().displacement.Size(), 24U);
|
||||||
|
EXPECT_EQ(state.CommittedState().solid_results.size(), 8U);
|
||||||
|
EXPECT_EQ(state.IterationRecords().back().diagnostic_code,
|
||||||
|
"injected-backend");
|
||||||
|
auto bad = state.CommittedState();
|
||||||
|
bad.frame_index = 1;
|
||||||
|
bad.increment_index = 2;
|
||||||
|
bad.load_factor = 0.5;
|
||||||
|
bad.displacement[0] = std::numeric_limits<double>::quiet_NaN();
|
||||||
|
EXPECT_FALSE(state.CommitAcceptedFrame(bad).IsOk());
|
||||||
|
bad = state.CommittedState();
|
||||||
|
bad.frame_index = 1;
|
||||||
|
bad.increment_index = 2;
|
||||||
|
bad.load_factor = .5;
|
||||||
|
bad.solid_results.pop_back();
|
||||||
|
EXPECT_FALSE(state.CommitAcceptedFrame(bad).IsOk());
|
||||||
|
EXPECT_EQ(state.AcceptedFrames().size(), 1U);
|
||||||
|
EXPECT_DOUBLE_EQ(state.CommittedState().load_factor, 0.25);
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure,
|
||||||
|
GeometryIterationAndNonfiniteFailuresPreserveBaseline) {
|
||||||
|
auto domain = Map(Deck(Supports(), Tension(1.2), true));
|
||||||
|
ASSERT_TRUE(domain.HasValue());
|
||||||
|
for (auto mode :
|
||||||
|
{FailedTangent::Mode::kGeometry, FailedTangent::Mode::kIteration,
|
||||||
|
FailedTangent::Mode::kNonfinite}) {
|
||||||
|
fesa::SerialParallelFor serial;
|
||||||
|
fesa::MklPardisoSolver linear;
|
||||||
|
FailedTangent tangent{mode};
|
||||||
|
fesa::SolidStaticState state;
|
||||||
|
auto status = fesa::SolidStaticProcedureExecutor(serial, linear, tangent)
|
||||||
|
.ExecuteInto(domain.Value(), state);
|
||||||
|
EXPECT_FALSE(status.IsOk());
|
||||||
|
EXPECT_TRUE(state.AcceptedFrames().empty());
|
||||||
|
EXPECT_DOUBLE_EQ(state.CommittedState().load_factor, 0.0);
|
||||||
|
ASSERT_EQ(state.CommittedState().displacement.Size(), 24U);
|
||||||
|
for (std::size_t i = 0; i < 24; ++i)
|
||||||
|
EXPECT_DOUBLE_EQ(state.CommittedState().displacement[i], 0.0);
|
||||||
|
ASSERT_FALSE(state.IterationRecords().empty());
|
||||||
|
EXPECT_FALSE(state.IterationRecords().back().accepted);
|
||||||
|
EXPECT_FALSE(state.IterationRecords().back().diagnostic_code.empty());
|
||||||
|
if (mode == FailedTangent::Mode::kIteration)
|
||||||
|
EXPECT_EQ(state.IterationRecords().back().iteration, 100U);
|
||||||
|
}
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure, UnconstrainedSolidFailsWithoutRegularization) {
|
||||||
|
auto domain = Map(Deck("", Tension(1.2)));
|
||||||
|
ASSERT_TRUE(domain.HasValue());
|
||||||
|
auto result = ExecuteSolid(domain.Value());
|
||||||
|
EXPECT_FALSE(result.HasValue());
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure,
|
||||||
|
EightElementAffinePatchHasSolvedInteriorAndStableRows) {
|
||||||
|
std::ostringstream out;
|
||||||
|
out << "*Part,name=P\n*Node\n";
|
||||||
|
const auto id = [](int x, int y, int z) { return 1 + x + 3 * y + 9 * z; };
|
||||||
|
for (int z = 0; z < 3; ++z)
|
||||||
|
for (int y = 0; y < 3; ++y)
|
||||||
|
for (int x = 0; x < 3; ++x)
|
||||||
|
out << id(x, y, z) << ',' << x << ',' << y << ',' << z << '\n';
|
||||||
|
out << "*Element,type=C3D8,elset=E\n";
|
||||||
|
int e = 0;
|
||||||
|
for (int z = 0; z < 2; ++z)
|
||||||
|
for (int y = 0; y < 2; ++y)
|
||||||
|
for (int x = 0; x < 2; ++x)
|
||||||
|
out << ++e << ',' << id(x, y, z) << ',' << id(x + 1, y, z) << ','
|
||||||
|
<< id(x + 1, y + 1, z) << ',' << id(x, y + 1, z) << ','
|
||||||
|
<< id(x, y, z + 1) << ',' << id(x + 1, y, z + 1) << ','
|
||||||
|
<< id(x + 1, y + 1, z + 1) << ',' << id(x, y + 1, z + 1) << '\n';
|
||||||
|
out << "*Solid Section,elset=E,material=M\n,\n*End Part\n"
|
||||||
|
"*Assembly,name=A\n*Instance,name=I,part=P\n*End Instance\n"
|
||||||
|
"*End Assembly\n*Material,name=M\n*Elastic\n120,.25\n"
|
||||||
|
"*Step,name=Patch\n*Static\n1,1,1,1\n*Boundary\n";
|
||||||
|
for (int z = 0; z < 3; ++z)
|
||||||
|
for (int y = 0; y < 3; ++y)
|
||||||
|
for (int x = 0; x < 3; ++x) {
|
||||||
|
if (x == 1 && y == 1 && z == 1) continue;
|
||||||
|
out << id(x, y, z) << ",1,1," << 0.02 * x + 0.03 * y << '\n';
|
||||||
|
out << id(x, y, z) << ",2,3,0\n";
|
||||||
|
}
|
||||||
|
out << "*End Step\n";
|
||||||
|
auto domain = Map(out.str());
|
||||||
|
ASSERT_TRUE(domain.HasValue()) << Message(domain.GetStatus());
|
||||||
|
auto result = ExecuteSolid(domain.Value());
|
||||||
|
ASSERT_TRUE(result.HasValue()) << Message(result.GetStatus());
|
||||||
|
const auto& frame = result.Value().state.CommittedState();
|
||||||
|
ASSERT_EQ(frame.solid_results.size(), 64U);
|
||||||
|
EXPECT_NEAR(frame.displacement[3 * 13], 0.05, 1e-13);
|
||||||
|
EXPECT_NEAR(frame.displacement[3 * 13 + 1], 0.0, 1e-13);
|
||||||
|
EXPECT_NEAR(frame.displacement[3 * 13 + 2], 0.0, 1e-13);
|
||||||
|
EXPECT_NEAR(frame.physical_strain_energy, 8 * 0.0504, 1e-12);
|
||||||
|
for (std::size_t g = 0; g < 64; ++g) {
|
||||||
|
EXPECT_EQ(frame.solid_results[g].element, g / 8);
|
||||||
|
EXPECT_EQ(frame.solid_results[g].integration_point,
|
||||||
|
static_cast<int>(g % 8 + 1));
|
||||||
|
EXPECT_NEAR(frame.solid_results[g].cauchy_stress[0], 2.88, 1e-12);
|
||||||
|
EXPECT_NEAR(frame.solid_results[g].cauchy_stress[3], 1.44, 1e-12);
|
||||||
|
}
|
||||||
|
fesa::TbbParallelFor parallel;
|
||||||
|
fesa::MklPardisoSolver linear;
|
||||||
|
fesa::MklPardisoTangentSolver tangent;
|
||||||
|
auto parallel_result =
|
||||||
|
fesa::SolidStaticProcedureExecutor(parallel, linear, tangent)
|
||||||
|
.Execute(domain.Value());
|
||||||
|
ASSERT_TRUE(parallel_result.HasValue());
|
||||||
|
const auto& parallel_frame = parallel_result.Value().state.CommittedState();
|
||||||
|
EXPECT_DOUBLE_EQ(parallel_frame.physical_strain_energy,
|
||||||
|
frame.physical_strain_energy);
|
||||||
|
for (std::size_t i = 0; i < frame.displacement.Size(); ++i) {
|
||||||
|
EXPECT_DOUBLE_EQ(parallel_frame.displacement[i], frame.displacement[i]);
|
||||||
|
EXPECT_DOUBLE_EQ(parallel_frame.internal_force[i], frame.internal_force[i]);
|
||||||
|
EXPECT_DOUBLE_EQ(parallel_frame.residual[i], frame.residual[i]);
|
||||||
|
}
|
||||||
|
for (std::size_t g = 0; g < 64; ++g) {
|
||||||
|
EXPECT_EQ(parallel_frame.solid_results[g].cauchy_stress,
|
||||||
|
frame.solid_results[g].cauchy_stress);
|
||||||
|
EXPECT_EQ(parallel_frame.solid_results[g].strain,
|
||||||
|
frame.solid_results[g].strain);
|
||||||
|
}
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure,
|
||||||
|
LaterInvertedPrescribedTrialPreservesThreeAcceptedFrames) {
|
||||||
|
auto domain = Map(Deck(AffineBoundary(-1.2), "", true));
|
||||||
|
ASSERT_TRUE(domain.HasValue());
|
||||||
|
fesa::SerialParallelFor serial;
|
||||||
|
fesa::MklPardisoSolver linear;
|
||||||
|
fesa::MklPardisoTangentSolver tangent;
|
||||||
|
fesa::SolidStaticState state;
|
||||||
|
auto status = fesa::SolidStaticProcedureExecutor(serial, linear, tangent)
|
||||||
|
.ExecuteInto(domain.Value(), state);
|
||||||
|
ASSERT_FALSE(status.IsOk());
|
||||||
|
ASSERT_EQ(state.AcceptedFrames().size(), 3U);
|
||||||
|
EXPECT_DOUBLE_EQ(state.CommittedState().load_factor, 0.75);
|
||||||
|
EXPECT_NEAR(state.CommittedState().displacement[3], -0.9, 1e-15);
|
||||||
|
ASSERT_EQ(state.CommittedState().solid_results.size(), 8U);
|
||||||
|
EXPECT_EQ(state.IterationRecords().back().increment_index, 4U);
|
||||||
|
EXPECT_FALSE(state.IterationRecords().back().accepted);
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure, PartiallySupportedRigidMechanismAlsoFailsUnloaded) {
|
||||||
|
for (const auto& load : {std::string{}, Tension(1.2)}) {
|
||||||
|
auto domain = Map(Deck("1,1,3,0\n", load));
|
||||||
|
ASSERT_TRUE(domain.HasValue());
|
||||||
|
auto result = ExecuteSolid(domain.Value());
|
||||||
|
EXPECT_FALSE(result.HasValue());
|
||||||
|
if (!result.HasValue())
|
||||||
|
EXPECT_EQ(result.GetStatus().Category(), fesa::FailureCategory::kSolver);
|
||||||
|
}
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure, SerialAndTbbFramesAndFailureEvidenceAreIdentical) {
|
||||||
|
auto domain = Map(Deck(Supports(), Tension(1.2), true));
|
||||||
|
ASSERT_TRUE(domain.HasValue());
|
||||||
|
fesa::SerialParallelFor serial;
|
||||||
|
fesa::TbbParallelFor parallel;
|
||||||
|
fesa::MklPardisoSolver linear_a, linear_b;
|
||||||
|
fesa::MklPardisoTangentSolver tangent_a, tangent_b;
|
||||||
|
auto a = fesa::SolidStaticProcedureExecutor(serial, linear_a, tangent_a)
|
||||||
|
.Execute(domain.Value());
|
||||||
|
auto b = fesa::SolidStaticProcedureExecutor(parallel, linear_b, tangent_b)
|
||||||
|
.Execute(domain.Value());
|
||||||
|
ASSERT_TRUE(a.HasValue());
|
||||||
|
ASSERT_TRUE(b.HasValue());
|
||||||
|
ASSERT_EQ(a.Value().state.AcceptedFrames().size(),
|
||||||
|
b.Value().state.AcceptedFrames().size());
|
||||||
|
for (std::size_t n = 0; n < a.Value().state.AcceptedFrames().size(); ++n) {
|
||||||
|
const auto& af = a.Value().state.AcceptedFrames()[n];
|
||||||
|
const auto& bf = b.Value().state.AcceptedFrames()[n];
|
||||||
|
EXPECT_DOUBLE_EQ(af.physical_strain_energy, bf.physical_strain_energy);
|
||||||
|
EXPECT_EQ(af.global_equilibrium, bf.global_equilibrium);
|
||||||
|
for (std::size_t i = 0; i < 24; ++i) {
|
||||||
|
EXPECT_DOUBLE_EQ(af.displacement[i], bf.displacement[i]);
|
||||||
|
EXPECT_DOUBLE_EQ(af.residual[i], bf.residual[i]);
|
||||||
|
EXPECT_DOUBLE_EQ(af.reaction[i], bf.reaction[i]);
|
||||||
|
}
|
||||||
|
for (std::size_t g = 0; g < 8; ++g) {
|
||||||
|
EXPECT_EQ(af.solid_results[g].cauchy_stress,
|
||||||
|
bf.solid_results[g].cauchy_stress);
|
||||||
|
EXPECT_EQ(af.solid_results[g].strain, bf.solid_results[g].strain);
|
||||||
|
}
|
||||||
|
}
|
||||||
|
auto invalid = Map(Deck(AffineBoundary(-1.2), "", true));
|
||||||
|
ASSERT_TRUE(invalid.HasValue());
|
||||||
|
fesa::SolidStaticState sa, sb;
|
||||||
|
auto as = fesa::SolidStaticProcedureExecutor(serial, linear_a, tangent_a)
|
||||||
|
.ExecuteInto(invalid.Value(), sa);
|
||||||
|
auto bs = fesa::SolidStaticProcedureExecutor(parallel, linear_b, tangent_b)
|
||||||
|
.ExecuteInto(invalid.Value(), sb);
|
||||||
|
ASSERT_FALSE(as.IsOk());
|
||||||
|
ASSERT_FALSE(bs.IsOk());
|
||||||
|
EXPECT_EQ(as.Diagnostics()[0].code, bs.Diagnostics()[0].code);
|
||||||
|
EXPECT_EQ(sa.AcceptedFrames().size(), sb.AcceptedFrames().size());
|
||||||
|
EXPECT_EQ(sa.IterationRecords().back().stage,
|
||||||
|
sb.IterationRecords().back().stage);
|
||||||
|
EXPECT_DOUBLE_EQ(sa.CommittedState().physical_strain_energy,
|
||||||
|
sb.CommittedState().physical_strain_energy);
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure,
|
||||||
|
InvalidRecoveryAndRepeatedExecutionKeepAcceptedFrame) {
|
||||||
|
auto domain = Map(Deck(Supports(), Tension(1.2), true));
|
||||||
|
ASSERT_TRUE(domain.HasValue());
|
||||||
|
fesa::SerialParallelFor serial;
|
||||||
|
fesa::MklPardisoSolver linear;
|
||||||
|
FailedTangent tangent{FailedTangent::Mode::kBackend};
|
||||||
|
fesa::SolidStaticState state;
|
||||||
|
ASSERT_FALSE(fesa::SolidStaticProcedureExecutor(serial, linear, tangent)
|
||||||
|
.ExecuteInto(domain.Value(), state)
|
||||||
|
.IsOk());
|
||||||
|
ASSERT_EQ(state.AcceptedFrames().size(), 1U);
|
||||||
|
const auto valid = state.CommittedState();
|
||||||
|
for (int mutation = 0; mutation < 5; ++mutation) {
|
||||||
|
auto bad = valid;
|
||||||
|
// Supply the next valid identity so rejection must examine recovery.
|
||||||
|
bad.frame_index = 1U;
|
||||||
|
bad.increment_index = 2U;
|
||||||
|
bad.load_factor = .5;
|
||||||
|
if (mutation == 0)
|
||||||
|
bad.solid_results[0].cauchy_stress[2] =
|
||||||
|
std::numeric_limits<double>::infinity();
|
||||||
|
if (mutation == 1) bad.solid_results[0].integration_point = 2;
|
||||||
|
if (mutation == 2) bad.solid_results[0].reference_coordinates[0] += 1;
|
||||||
|
if (mutation == 3) bad.reaction[0] += 1;
|
||||||
|
if (mutation == 4) bad.nodal_source_ids[0].source_label = 999;
|
||||||
|
EXPECT_FALSE(state.CommitAcceptedFrame(bad).IsOk());
|
||||||
|
ASSERT_EQ(state.AcceptedFrames().size(), 1U);
|
||||||
|
EXPECT_DOUBLE_EQ(state.CommittedState().physical_strain_energy,
|
||||||
|
valid.physical_strain_energy);
|
||||||
|
EXPECT_EQ(state.CommittedState().solid_results[0].cauchy_stress,
|
||||||
|
valid.solid_results[0].cauchy_stress);
|
||||||
|
}
|
||||||
|
EXPECT_FALSE(fesa::SolidStaticProcedureExecutor(serial, linear, tangent)
|
||||||
|
.ExecuteInto(domain.Value(), state)
|
||||||
|
.IsOk());
|
||||||
|
ASSERT_EQ(state.AcceptedFrames().size(), 1U);
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure, StressedIndefiniteFreeTangentUsesCapableBackend) {
|
||||||
|
// F=diag(.2,1,1): the homogeneous transverse right-face mode has
|
||||||
|
// second variation mu + S11 = 48 - 69.12 < 0. It is not an SPD tangent.
|
||||||
|
std::ostringstream boundary;
|
||||||
|
std::ostringstream load;
|
||||||
|
for (int a = 0; a < 8; ++a) {
|
||||||
|
boundary << a + 1 << ",1,1," << -.8 * kX[a][0] << '\n';
|
||||||
|
boundary << a + 1 << ",3,3,0\n";
|
||||||
|
if (kX[a][0] == 0) boundary << a + 1 << ",2,2,0\n";
|
||||||
|
// P22 = S22 = lambda*E11 = -23.04; each Y-face node gets P22/4.
|
||||||
|
// Hold the transverse affine state with its independently known traction.
|
||||||
|
else
|
||||||
|
load << a + 1 << ",2," << (kX[a][1] == 0 ? 5.76 : -5.76) << '\n';
|
||||||
|
}
|
||||||
|
auto domain = Map(Deck(boundary.str(), load.str(), true, 1.0));
|
||||||
|
ASSERT_TRUE(domain.HasValue());
|
||||||
|
fesa::SerialParallelFor serial;
|
||||||
|
fesa::MklPardisoSolver linear;
|
||||||
|
ObservedIndefiniteTangent tangent;
|
||||||
|
auto result = fesa::SolidStaticProcedureExecutor(serial, linear, tangent)
|
||||||
|
.Execute(domain.Value());
|
||||||
|
ASSERT_TRUE(result.HasValue()) << Message(result.GetStatus());
|
||||||
|
EXPECT_NEAR(tangent.rayleigh_sum, -21.12, 1e-12);
|
||||||
|
ASSERT_EQ(result.Value().state.AcceptedFrames().size(), 1U);
|
||||||
|
const auto& frame = result.Value().state.CommittedState();
|
||||||
|
for (std::size_t a = 0; a < 8; ++a)
|
||||||
|
EXPECT_NEAR(frame.displacement[3 * a + 1], 0.0, 1e-13);
|
||||||
|
EXPECT_NEAR(frame.solid_results[0].strain[0], -.48, 1e-13);
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure,
|
||||||
|
FullyConstrainedZeroDisplacementRetainsSupportLoadResidual) {
|
||||||
|
auto domain = Map(Deck(AffineBoundary(0.0), "1,1,7\n"));
|
||||||
|
ASSERT_TRUE(domain.HasValue());
|
||||||
|
auto result = ExecuteSolid(domain.Value());
|
||||||
|
ASSERT_TRUE(result.HasValue());
|
||||||
|
const auto& frame = result.Value().state.CommittedState();
|
||||||
|
EXPECT_DOUBLE_EQ(frame.internal_force[0], 0.0);
|
||||||
|
EXPECT_DOUBLE_EQ(frame.residual[0], -7.0);
|
||||||
|
EXPECT_DOUBLE_EQ(frame.reaction[0], -7.0);
|
||||||
|
for (double value : frame.global_equilibrium) EXPECT_DOUBLE_EQ(value, 0.0);
|
||||||
|
EXPECT_DOUBLE_EQ(frame.physical_strain_energy, 0.0);
|
||||||
|
ASSERT_EQ(frame.solid_results.size(), 8U);
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure, PureLargeRigidRotationEndsAtZeroStrainEnergy) {
|
||||||
|
auto domain = Map(Deck(AffineBoundary(0.0, 0.0, 1.2), "", true));
|
||||||
|
ASSERT_TRUE(domain.HasValue());
|
||||||
|
auto result = ExecuteSolid(domain.Value());
|
||||||
|
ASSERT_TRUE(result.HasValue()) << Message(result.GetStatus());
|
||||||
|
const auto& frame = result.Value().state.CommittedState();
|
||||||
|
EXPECT_NEAR(frame.physical_strain_energy, 0.0, 1e-25);
|
||||||
|
for (const auto& point : frame.solid_results) {
|
||||||
|
for (double value : point.strain) EXPECT_NEAR(value, 0.0, 1e-14);
|
||||||
|
for (double value : point.cauchy_stress) EXPECT_NEAR(value, 0.0, 1e-12);
|
||||||
|
}
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure, OrdinaryStaticKeepsExistingFinalShortFactorPath) {
|
||||||
|
std::string deck = Deck(AffineBoundary(.03), "", true);
|
||||||
|
const std::string from = "*Static,direct\n0.25,1";
|
||||||
|
const auto position = deck.find(from);
|
||||||
|
ASSERT_NE(position, std::string::npos);
|
||||||
|
deck.replace(position, from.size(), "*Static\n.3,1,.1,.3");
|
||||||
|
auto domain = Map(deck);
|
||||||
|
ASSERT_TRUE(domain.HasValue()) << Message(domain.GetStatus());
|
||||||
|
auto result = ExecuteSolid(domain.Value());
|
||||||
|
ASSERT_TRUE(result.HasValue()) << Message(result.GetStatus());
|
||||||
|
ASSERT_EQ(result.Value().state.AcceptedFrames().size(), 4U);
|
||||||
|
const double factors[4] = {.3, .6, .9, 1.0};
|
||||||
|
for (std::size_t i = 0; i < 4; ++i)
|
||||||
|
EXPECT_NEAR(result.Value().state.AcceptedFrames()[i].load_factor,
|
||||||
|
factors[i], 1e-15);
|
||||||
|
EXPECT_DOUBLE_EQ(result.Value().state.CommittedState().load_factor, 1.0);
|
||||||
|
}
|
||||||
|
|
||||||
|
namespace {
|
||||||
|
// Actual slender 3D cantilever. The beam limit is a useful trend oracle,
|
||||||
|
// not an assertion that the coarse 3D discretization equals Euler theory.
|
||||||
|
std::string Cantilever(int nx, double poisson) {
|
||||||
|
const int ny = 2, nz = 2;
|
||||||
|
const auto id = [nx](int x, int y, int z) {
|
||||||
|
return 1 + x + (nx + 1) * (y + 3 * z);
|
||||||
|
};
|
||||||
|
std::ostringstream out;
|
||||||
|
out << "*Part,name=P\n*Node\n";
|
||||||
|
for (int z = 0; z <= nz; ++z)
|
||||||
|
for (int y = 0; y <= ny; ++y)
|
||||||
|
for (int x = 0; x <= nx; ++x)
|
||||||
|
out << id(x, y, z) << ',' << 8.0 * x / nx << ',' << .5 * y << ','
|
||||||
|
<< .5 * z << '\n';
|
||||||
|
out << "*Element,type=C3D8,elset=E\n";
|
||||||
|
int e = 0;
|
||||||
|
for (int z = 0; z < nz; ++z)
|
||||||
|
for (int y = 0; y < ny; ++y)
|
||||||
|
for (int x = 0; x < nx; ++x)
|
||||||
|
out << ++e << ',' << id(x, y, z) << ',' << id(x + 1, y, z) << ','
|
||||||
|
<< id(x + 1, y + 1, z) << ',' << id(x, y + 1, z) << ','
|
||||||
|
<< id(x, y, z + 1) << ',' << id(x + 1, y, z + 1) << ','
|
||||||
|
<< id(x + 1, y + 1, z + 1) << ',' << id(x, y + 1, z + 1) << '\n';
|
||||||
|
out << "*Solid Section,elset=E,material=M\n,\n*End Part\n"
|
||||||
|
"*Assembly,name=A\n*Instance,name=I,part=P\n*End Instance\n"
|
||||||
|
"*End Assembly\n*Material,name=M\n*Elastic\n120,"
|
||||||
|
<< poisson << '\n';
|
||||||
|
out << "*Step,name=Bending\n*Static\n1,1,1,1\n*Boundary\n";
|
||||||
|
for (int z = 0; z <= nz; ++z)
|
||||||
|
for (int y = 0; y <= ny; ++y) out << id(0, y, z) << ",1,3,0\n";
|
||||||
|
out << "*Cload\n";
|
||||||
|
for (int z = 0; z <= nz; ++z)
|
||||||
|
for (int y = 0; y <= ny; ++y) {
|
||||||
|
const double weight = (y == 1 ? .5 : .25) * (z == 1 ? .5 : .25);
|
||||||
|
out << id(nx, y, z) << ",2," << 1e-4 * weight << '\n';
|
||||||
|
}
|
||||||
|
out << "*End Step\n";
|
||||||
|
return out.str();
|
||||||
|
}
|
||||||
|
} // namespace
|
||||||
|
TEST(SolidStaticProcedure,
|
||||||
|
BoundedSpatialRefinementReportsFullIntegrationLocking) {
|
||||||
|
const double beam_limit = 4 * 1e-4 * 8 * 8 * 8 / 120;
|
||||||
|
double previous[2] = {0, 0};
|
||||||
|
double final[2] = {0, 0};
|
||||||
|
for (int material = 0; material < 2; ++material) {
|
||||||
|
const double poisson = material == 0 ? .25 : .49;
|
||||||
|
for (int nx : {2, 4, 8}) {
|
||||||
|
auto domain = Map(Cantilever(nx, poisson));
|
||||||
|
ASSERT_TRUE(domain.HasValue()) << Message(domain.GetStatus());
|
||||||
|
auto result = ExecuteSolid(domain.Value());
|
||||||
|
ASSERT_TRUE(result.HasValue()) << Message(result.GetStatus());
|
||||||
|
const auto& frame = result.Value().state.CommittedState();
|
||||||
|
// End-center index x=nx,y=1,z=1 in node-major source ordering.
|
||||||
|
const auto node = static_cast<std::size_t>(nx + 4 * (nx + 1));
|
||||||
|
const double tip = frame.displacement[3 * node + 1];
|
||||||
|
std::cout << "solid-static-refinement nu=" << poisson << " nx=" << nx
|
||||||
|
<< " tip=" << tip << " beam-limit=" << beam_limit << '\n';
|
||||||
|
EXPECT_GT(tip, previous[material]);
|
||||||
|
EXPECT_LT(tip, 1.05 * beam_limit);
|
||||||
|
previous[material] = tip;
|
||||||
|
final[material] = tip;
|
||||||
|
}
|
||||||
|
}
|
||||||
|
// Near-incompressibility remains stiffer with this full-integration mesh.
|
||||||
|
EXPECT_LT(final[1], final[0]);
|
||||||
|
EXPECT_GT(std::abs(final[1] - beam_limit), std::abs(final[0] - beam_limit));
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure,
|
||||||
|
LaterIterationNonfiniteAndGeometryFailureKeepEveryAcceptedQuantity) {
|
||||||
|
auto domain = Map(Deck(Supports(), Tension(1.2), true));
|
||||||
|
ASSERT_TRUE(domain.HasValue());
|
||||||
|
auto successful = ExecuteSolid(domain.Value());
|
||||||
|
ASSERT_TRUE(successful.HasValue());
|
||||||
|
const auto& expected = successful.Value().state.AcceptedFrames()[0];
|
||||||
|
ASSERT_EQ(expected.iteration_count, 2U);
|
||||||
|
for (auto mode :
|
||||||
|
{FailedTangent::Mode::kGeometry, FailedTangent::Mode::kIteration,
|
||||||
|
FailedTangent::Mode::kNonfinite}) {
|
||||||
|
fesa::SerialParallelFor serial;
|
||||||
|
fesa::MklPardisoSolver linear;
|
||||||
|
FailedTangent tangent{mode, true};
|
||||||
|
fesa::SolidStaticState state;
|
||||||
|
auto status = fesa::SolidStaticProcedureExecutor(serial, linear, tangent)
|
||||||
|
.ExecuteInto(domain.Value(), state);
|
||||||
|
ASSERT_FALSE(status.IsOk());
|
||||||
|
ASSERT_EQ(state.AcceptedFrames().size(), 1U);
|
||||||
|
const auto& actual = state.CommittedState();
|
||||||
|
EXPECT_EQ(actual.global_equilibrium, expected.global_equilibrium);
|
||||||
|
EXPECT_DOUBLE_EQ(actual.physical_strain_energy,
|
||||||
|
expected.physical_strain_energy);
|
||||||
|
for (std::size_t i = 0; i < 24; ++i) {
|
||||||
|
EXPECT_DOUBLE_EQ(actual.displacement[i], expected.displacement[i]);
|
||||||
|
EXPECT_DOUBLE_EQ(actual.internal_force[i], expected.internal_force[i]);
|
||||||
|
EXPECT_DOUBLE_EQ(actual.external_force[i], expected.external_force[i]);
|
||||||
|
EXPECT_DOUBLE_EQ(actual.residual[i], expected.residual[i]);
|
||||||
|
EXPECT_DOUBLE_EQ(actual.reaction[i], expected.reaction[i]);
|
||||||
|
}
|
||||||
|
for (std::size_t g = 0; g < 8; ++g) {
|
||||||
|
EXPECT_EQ(actual.solid_results[g].strain,
|
||||||
|
expected.solid_results[g].strain);
|
||||||
|
EXPECT_EQ(actual.solid_results[g].cauchy_stress,
|
||||||
|
expected.solid_results[g].cauchy_stress);
|
||||||
|
}
|
||||||
|
EXPECT_EQ(state.IterationRecords().back().increment_index, 2U);
|
||||||
|
EXPECT_FALSE(state.IterationRecords().back().accepted);
|
||||||
|
}
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticProcedure,
|
||||||
|
ExecutesBothUnmodifiedStaticSourceDecksThroughDirectApi) {
|
||||||
|
auto root = std::filesystem::path{__FILE__}.parent_path();
|
||||||
|
for (int i = 0; i < 3; ++i) root = root.parent_path();
|
||||||
|
for (const std::string name :
|
||||||
|
{"hexa_linearstatic.inp", "hexa_nonlinearstatic.inp"}) {
|
||||||
|
auto syntax =
|
||||||
|
fesa::AbaqusInputReader{}.Read(root / "reference/hexa" / name);
|
||||||
|
ASSERT_TRUE(syntax.HasValue()) << Message(syntax.GetStatus());
|
||||||
|
auto domain = fesa::AbaqusDomainMapper{}.Map(syntax.Value());
|
||||||
|
ASSERT_TRUE(domain.HasValue()) << Message(domain.GetStatus());
|
||||||
|
auto result = ExecuteSolid(domain.Value());
|
||||||
|
ASSERT_TRUE(result.HasValue())
|
||||||
|
<< name << ' ' << Message(result.GetStatus());
|
||||||
|
const auto& state = result.Value().state;
|
||||||
|
const auto& frame = state.CommittedState();
|
||||||
|
EXPECT_DOUBLE_EQ(frame.load_factor, 1.0);
|
||||||
|
EXPECT_EQ(frame.increment_index, 10U);
|
||||||
|
EXPECT_EQ(frame.displacement.Size(), 442U * 3U);
|
||||||
|
EXPECT_EQ(frame.solid_results.size(), 300U * 8U);
|
||||||
|
EXPECT_EQ(state.AcceptedFrames().size(),
|
||||||
|
domain.Value().Steps()[0].IsNonlinearStatic() ? 10U : 1U);
|
||||||
|
std::cout << "solid-static-source " << name
|
||||||
|
<< " frames=" << state.AcceptedFrames().size()
|
||||||
|
<< " iterations=" << state.IterationRecords().size()
|
||||||
|
<< " energy=" << frame.physical_strain_energy << '\n';
|
||||||
|
}
|
||||||
|
}
|
||||||
@@ -0,0 +1,60 @@
|
|||||||
|
#include "fesa/analysis/solid_static_state.h"
|
||||||
|
|
||||||
|
#include <gtest/gtest.h>
|
||||||
|
|
||||||
|
#include <limits>
|
||||||
|
|
||||||
|
TEST(SolidStaticControls, PurePrescribedUsesAbsoluteForceAndOnlyTwoChannels) {
|
||||||
|
fesa::Vector residual{1U};
|
||||||
|
fesa::Vector internal{1U};
|
||||||
|
fesa::Vector external{1U};
|
||||||
|
fesa::Vector correction{1U};
|
||||||
|
fesa::Vector increment{1U};
|
||||||
|
residual[0] = internal[0] = 0.0009;
|
||||||
|
correction[0] = 0.0009;
|
||||||
|
auto result = fesa::EvaluateSolidStaticConvergence(
|
||||||
|
residual, internal, external, correction, increment);
|
||||||
|
ASSERT_TRUE(result.HasValue());
|
||||||
|
EXPECT_EQ(result.Value().force_residual.branch,
|
||||||
|
fesa::NewtonConvergenceBranch::kZeroScale);
|
||||||
|
EXPECT_DOUBLE_EQ(result.Value().force_residual.denominator_scale, 0.0);
|
||||||
|
EXPECT_EQ(result.Value().force_residual.threshold_unit,
|
||||||
|
fesa::NewtonChannelUnit::kForce);
|
||||||
|
EXPECT_EQ(result.Value().translation_correction.threshold_unit,
|
||||||
|
fesa::NewtonChannelUnit::kLength);
|
||||||
|
EXPECT_TRUE(result.Value().force_residual.passed);
|
||||||
|
EXPECT_TRUE(result.Value().translation_correction.passed);
|
||||||
|
internal[0] = residual[0] = 0.0011;
|
||||||
|
EXPECT_FALSE(fesa::EvaluateSolidStaticConvergence(
|
||||||
|
residual, internal, external, correction, increment)
|
||||||
|
.Value()
|
||||||
|
.force_residual.passed);
|
||||||
|
}
|
||||||
|
|
||||||
|
TEST(SolidStaticControls, RelativeLimitsRawNormsAndNonfiniteFailure) {
|
||||||
|
fesa::Vector r{1U}, f{1U}, p{1U}, du{1U}, u{1U};
|
||||||
|
r[0] = 1.0;
|
||||||
|
f[0] = 100.0;
|
||||||
|
p[0] = 99.0;
|
||||||
|
du[0] = 0.1;
|
||||||
|
u[0] = 10.0;
|
||||||
|
auto result = fesa::EvaluateSolidStaticConvergence(r, f, p, du, u);
|
||||||
|
ASSERT_TRUE(result.HasValue());
|
||||||
|
EXPECT_DOUBLE_EQ(result.Value().force_residual.numerator_norm, 1.0);
|
||||||
|
EXPECT_DOUBLE_EQ(result.Value().force_residual.denominator_scale, 100.0);
|
||||||
|
EXPECT_EQ(result.Value().force_residual.branch,
|
||||||
|
fesa::NewtonConvergenceBranch::kRelative);
|
||||||
|
EXPECT_EQ(result.Value().force_residual.threshold_unit,
|
||||||
|
fesa::NewtonChannelUnit::kDimensionless);
|
||||||
|
EXPECT_TRUE(result.Value().force_residual.passed);
|
||||||
|
EXPECT_TRUE(result.Value().translation_correction.passed);
|
||||||
|
r[0] = 1.0001;
|
||||||
|
EXPECT_FALSE(fesa::EvaluateSolidStaticConvergence(r, f, p, du, u)
|
||||||
|
.Value()
|
||||||
|
.force_residual.passed);
|
||||||
|
p[0] = std::numeric_limits<double>::infinity();
|
||||||
|
EXPECT_FALSE(fesa::EvaluateSolidStaticConvergence(r, f, p, du, u).HasValue());
|
||||||
|
EXPECT_FALSE(
|
||||||
|
fesa::EvaluateSolidStaticConvergence(r, f, fesa::Vector{2U}, du, u)
|
||||||
|
.HasValue());
|
||||||
|
}
|
||||||
Reference in New Issue
Block a user