Files
FESADev/src/fesa/model/domain.cpp
T
KOKO\Mimi 22c9d4435c feat: add eigen2 frequency pipeline and fail-closed validation
Implement MITC4 mass, constrained whitening, MKL FEAST, modal HDF5, and deterministic Value comparison. MSVC Debug builds; 394 of 395 tests pass. Original-model all-c residual and the documented S3 static contract conflict remain unresolved; this is an implementation checkpoint, not feature acceptance.
2026-09-09 03:14:30 +09:00

290 lines
9.5 KiB
C++

#include "fesa/model/domain.h"
#include <cstddef>
#include <functional>
#include <memory>
#include <utility>
namespace fesa {
StepDefinition::StepDefinition(StaticStepDefinition definition)
: name_{std::move(definition.name)},
procedure_kind_{definition.procedure_kind},
nlgeom_{definition.nlgeom},
initial_increment_{definition.initial_increment},
time_period_{definition.time_period},
minimum_increment_{definition.minimum_increment},
maximum_increment_{definition.maximum_increment},
location_{std::move(definition.location)} {
for (auto& boundary : definition.boundaries) {
for (int source_dof = boundary.first_dof; source_dof <= boundary.last_dof;
++source_dof) {
const std::size_t source_order = boundary_conditions_.size();
auto owned = std::make_unique<PrescribedDisplacementBoundaryCondition>(
SourceTargetQuery{SourceEntityKind::kNode, "", boundary.target},
static_cast<DofComponent>(source_dof - 1), boundary.value,
source_order, boundary.location);
boundary_conditions_view_.push_back(std::cref(*owned));
prescribed_displacements_view_.Add(*owned);
boundary_conditions_.push_back(std::move(owned));
}
}
loads_.reserve(definition.loads.size());
loads_view_.reserve(definition.loads.size());
for (std::size_t source_order = 0U; source_order < definition.loads.size();
++source_order) {
auto& load = definition.loads[source_order];
auto owned = std::make_unique<ConcentratedNodalLoad>(
SourceTargetQuery{SourceEntityKind::kNode, "", load.target}, load.dof,
load.magnitude, source_order, std::move(load.location));
loads_view_.push_back(std::cref(*owned));
concentrated_loads_view_.Add(*owned);
loads_.push_back(std::move(owned));
}
surface_pressure_loads_ = std::move(definition.surface_pressure_loads);
}
StepDefinition::StepDefinition(FrequencyStepDefinition definition)
: name_{definition.source_step_name_raw},
procedure_kind_{StaticProcedureKind::kLinearSmallDisplacement},
nlgeom_{false},
initial_increment_{0.0},
time_period_{0.0},
minimum_increment_{0.0},
maximum_increment_{0.0},
location_{definition.step_location},
frequency_{std::move(definition)} {
for (const auto& boundary : frequency_->boundaries) {
for (int source_dof = boundary.first_dof; source_dof <= boundary.last_dof;
++source_dof) {
const std::size_t source_order = boundary_conditions_.size();
auto owned = std::make_unique<PrescribedDisplacementBoundaryCondition>(
SourceTargetQuery{SourceEntityKind::kNode, "", boundary.target},
static_cast<DofComponent>(source_dof - 1), boundary.value,
source_order, boundary.location);
boundary_conditions_view_.push_back(std::cref(*owned));
prescribed_displacements_view_.Add(*owned);
boundary_conditions_.push_back(std::move(owned));
}
}
}
const std::string& StepDefinition::Name() const noexcept { return name_; }
const BoundaryConditionView& StepDefinition::BoundaryConditions()
const noexcept {
return boundary_conditions_view_;
}
const DomainCollectionView<PrescribedDisplacementBoundaryCondition>&
StepDefinition::PrescribedDisplacements() const noexcept {
return prescribed_displacements_view_;
}
const LoadView& StepDefinition::Loads() const noexcept { return loads_view_; }
const DomainCollectionView<ConcentratedNodalLoad>&
StepDefinition::ConcentratedLoads() const noexcept {
return concentrated_loads_view_;
}
const std::vector<SurfacePressureLoadDefinition>&
StepDefinition::SurfacePressureLoads() const noexcept {
return surface_pressure_loads_;
}
StaticProcedureKind StepDefinition::ProcedureKind() const noexcept {
return procedure_kind_;
}
bool StepDefinition::IsNonlinearStatic() const noexcept {
return procedure_kind_ == StaticProcedureKind::kNonlinearFullNewton;
}
bool StepDefinition::IsFrequency() const noexcept {
return frequency_.has_value();
}
const FrequencyStepDefinition* StepDefinition::Frequency() const noexcept {
return frequency_ ? &*frequency_ : nullptr;
}
bool StepDefinition::UsesNonlinearGeometry() const noexcept { return nlgeom_; }
double StepDefinition::InitialIncrement() const noexcept {
return initial_increment_;
}
double StepDefinition::TimePeriod() const noexcept { return time_period_; }
double StepDefinition::MinimumIncrement() const noexcept {
return minimum_increment_;
}
double StepDefinition::MaximumIncrement() const noexcept {
return maximum_increment_;
}
const SourceLocation& StepDefinition::Location() const noexcept {
return location_;
}
Result<Domain> Domain::Create(ModelDefinition definition) {
return Result<Domain>::Success(Domain{std::move(definition)});
}
const std::vector<Node>& Domain::Nodes() const noexcept {
return definition_.nodes;
}
const DomainCollectionView<ElementDefinition>& Domain::Elements()
const noexcept {
return elements_view_;
}
const DomainCollectionView<EulerBeam3DDefinition>& Domain::BeamElements()
const noexcept {
return beam_elements_view_;
}
const DomainCollectionView<Mitc4ShellDefinition>& Domain::ShellElements()
const noexcept {
return shell_elements_view_;
}
const DomainCollectionView<Material>& Domain::Materials() const noexcept {
return materials_view_;
}
const DomainCollectionView<LinearElasticMaterial>&
Domain::LinearElasticMaterials() const noexcept {
return linear_materials_view_;
}
const DomainCollectionView<ElementProperty>& Domain::Properties()
const noexcept {
return properties_view_;
}
const DomainCollectionView<GeneralBeamSection>& Domain::Sections()
const noexcept {
return sections_view_;
}
const DomainCollectionView<ShellSection>& Domain::ShellSections()
const noexcept {
return shell_sections_view_;
}
const std::vector<ShellNodeInitialFrame>& Domain::ShellNodeInitialFrames()
const noexcept {
return definition_.shell_node_initial_frames;
}
const std::vector<NodeSet>& Domain::NodeSets() const noexcept {
return definition_.node_sets;
}
const std::vector<ElementSet>& Domain::ElementSets() const noexcept {
return definition_.element_sets;
}
const std::vector<ElementSurfaceDefinition>& Domain::ElementSurfaces()
const noexcept {
return definition_.element_surfaces;
}
const DomainCollectionView<StepDefinition>& Domain::Steps() const noexcept {
return steps_view_;
}
const std::vector<MaterialDensityDefinition>& Domain::Densities()
const noexcept {
return definition_.densities;
}
const FrequencyStepDefinition* Domain::Frequency() const noexcept {
return steps_view_.Size() == 1U ? steps_view_[0U].Frequency() : nullptr;
}
const std::vector<Diagnostic>& Domain::Warnings() const noexcept {
return definition_.warnings;
}
const std::filesystem::path& Domain::SourcePath() const noexcept {
return definition_.source_path;
}
const std::string& Domain::SourceContentIdentity() const noexcept {
return definition_.source_content_identity;
}
Domain::Domain(ModelDefinition definition)
: definition_{std::move(definition)} {
materials_.reserve(definition_.materials.size());
for (auto& material : definition_.materials) {
auto owned = std::make_unique<LinearElasticMaterial>(std::move(material));
materials_view_.Add(*owned);
linear_materials_view_.Add(*owned);
materials_.push_back(std::move(owned));
}
definition_.materials.clear();
element_properties_.reserve(definition_.sections.size() +
definition_.shell_sections.size());
for (auto& section : definition_.sections) {
auto owned = std::make_unique<GeneralBeamSection>(std::move(section));
properties_view_.Add(*owned);
sections_view_.Add(*owned);
element_properties_.push_back(std::move(owned));
}
const std::size_t beam_property_count = element_properties_.size();
definition_.sections.clear();
for (auto& section : definition_.shell_sections) {
auto owned = std::make_unique<ShellSection>(std::move(section));
properties_view_.Add(*owned);
shell_sections_view_.Add(*owned);
element_properties_.push_back(std::move(owned));
}
definition_.shell_sections.clear();
element_definitions_.reserve(definition_.elements.size() +
definition_.shell_elements.size());
for (auto& element : definition_.elements) {
element.SynchronizeNodeIndices();
auto owned = std::make_unique<EulerBeam3DDefinition>(std::move(element));
elements_view_.Add(*owned);
beam_elements_view_.Add(*owned);
element_definitions_.push_back(std::move(owned));
}
definition_.elements.clear();
for (auto& element : definition_.shell_elements) {
element.SynchronizeNodeIndices();
element.SetPropertyIndex(
static_cast<EntityIndex>(beam_property_count + element.section_index));
auto owned = std::make_unique<Mitc4ShellDefinition>(std::move(element));
elements_view_.Add(*owned);
shell_elements_view_.Add(*owned);
element_definitions_.push_back(std::move(owned));
}
definition_.shell_elements.clear();
step_definitions_.reserve(definition_.steps.size() +
(definition_.frequency_step ? 1U : 0U));
for (auto& step : definition_.steps) {
auto owned =
std::unique_ptr<StepDefinition>(new StepDefinition(std::move(step)));
steps_view_.Add(*owned);
step_definitions_.push_back(std::move(owned));
}
definition_.steps.clear();
if (definition_.frequency_step) {
auto owned = std::unique_ptr<StepDefinition>(
new StepDefinition(std::move(*definition_.frequency_step)));
steps_view_.Add(*owned);
step_definitions_.push_back(std::move(owned));
}
}
} // namespace fesa