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feat(cpp-object-oriented-modular-refactoring): step 19 - boundary-condition-policy

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This commit is contained in:
KOKO\Mimi
2026-08-16 11:23:20 +09:00
parent f26e0a61a8
commit 64a43948ef
27 changed files with 919 additions and 365 deletions
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src/fesa/analysis/analysis_model.cpp
+2 -1
View File
@@ -101,7 +101,8 @@ AnalysisModel::AnalysisModel(const Domain& domain) : domain_{&domain} {
}
}
for (std::size_t index = 0U; index < Step().Boundaries().size(); ++index) {
for (std::size_t index = 0U; index < Step().BoundaryConditions().size();
++index) {
active_boundary_conditions_.push_back(static_cast<EntityIndex>(index));
}
for (std::size_t index = 0U; index < Step().Loads().size(); ++index) {
src/fesa/analysis/linear_static_analysis.cpp
+5 -4
View File
@@ -109,7 +109,8 @@ Status LinearStaticAnalysis::AssembleAndPartitionStiffness() {
full_stiffness_ =
std::make_unique<SparseMatrix>(std::move(stiffness.Value()));
auto partitioned = EssentialConstraints::Partition(*full_stiffness_, *dofs_);
auto partitioned =
EssentialConstraintPolicy{}.Partition(*full_stiffness_, *dofs_);
if (!partitioned.HasValue()) {
return partitioned.GetStatus();
}
@@ -120,7 +121,7 @@ Status LinearStaticAnalysis::AssembleAndPartitionStiffness() {
Status LinearStaticAnalysis::Factorize() {
// This call intentionally precedes all load assembly in Analysis::Run.
return linear_solver_.Factorize(partitioned_stiffness_->kff);
return linear_solver_.Factorize(partitioned_stiffness_->k_ff);
}
Status LinearStaticAnalysis::AssembleLoadsAndEffectiveRhs() {
@@ -131,7 +132,7 @@ Status LinearStaticAnalysis::AssembleLoadsAndEffectiveRhs() {
state_->ExternalForce() = std::move(full_load.Value());
auto rhs = LoadAssembler::EffectiveFreeRhs(state_->ExternalForce(),
partitioned_stiffness_->kfc,
partitioned_stiffness_->k_fc,
dofs_->PrescribedValues(), *dofs_);
if (!rhs.HasValue()) {
return rhs.GetStatus();
@@ -148,7 +149,7 @@ Status LinearStaticAnalysis::SubstituteAndReconstruct() {
return solve_status;
}
state_->Displacement() = EssentialConstraints::ReconstructFull(
state_->Displacement() = EssentialConstraintPolicy{}.ReconstructFull(
free_displacement, dofs_->PrescribedValues(), *dofs_);
return Status::Ok();
}