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feat(cpp-object-oriented-modular-refactoring): step 3 - foundation-google-style

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This commit is contained in:
KOKO\Mimi
2026-08-16 04:26:14 +09:00
parent 2628ed3488
commit 042edadffb
93 changed files with 3144 additions and 3175 deletions
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tests/unit/assembly/load_assembler_test.cpp
+62 -62
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@@ -54,25 +54,25 @@ LoadFixture makeFixture(
{source, 20U}}};
auto domainResult = fesa::Domain::create(std::move(definition));
if (!domainResult.hasValue()) {
if (!domainResult.HasValue()) {
throw std::runtime_error{"Load fixture Domain construction failed."};
}
auto domain = std::make_unique<fesa::Domain>(
std::move(domainResult.value()));
std::move(domainResult.Value()));
auto modelResult = fesa::AnalysisModel::create(*domain);
if (!modelResult.hasValue()) {
if (!modelResult.HasValue()) {
throw std::runtime_error{"Load fixture AnalysisModel construction failed."};
}
auto model = std::make_unique<fesa::AnalysisModel>(
std::move(modelResult.value()));
std::move(modelResult.Value()));
auto dofResult = fesa::DofManager::create(*model);
if (!dofResult.hasValue()) {
if (!dofResult.HasValue()) {
throw std::runtime_error{"Load fixture DofManager construction failed."};
}
auto dofs = std::make_unique<fesa::DofManager>(
std::move(dofResult.value()));
std::move(dofResult.Value()));
return {std::move(domain), std::move(model), std::move(dofs)};
}
@@ -117,25 +117,25 @@ LoadFixture makeShellFixture(
{source, 20U}}};
auto domainResult = fesa::Domain::create(std::move(definition));
if (!domainResult.hasValue()) {
if (!domainResult.HasValue()) {
throw std::runtime_error{"Shell load fixture Domain construction failed."};
}
auto domain = std::make_unique<fesa::Domain>(
std::move(domainResult.value()));
std::move(domainResult.Value()));
auto modelResult = fesa::AnalysisModel::create(*domain);
if (!modelResult.hasValue()) {
if (!modelResult.HasValue()) {
throw std::runtime_error{"Shell load fixture AnalysisModel construction failed."};
}
auto model = std::make_unique<fesa::AnalysisModel>(
std::move(modelResult.value()));
std::move(modelResult.Value()));
auto dofResult = fesa::DofManager::create(*model);
if (!dofResult.hasValue()) {
if (!dofResult.HasValue()) {
throw std::runtime_error{"Shell load fixture DofManager construction failed."};
}
auto dofs = std::make_unique<fesa::DofManager>(
std::move(dofResult.value()));
std::move(dofResult.Value()));
return {std::move(domain), std::move(model), std::move(dofs)};
}
@@ -164,21 +164,21 @@ fesa::SparseMatrix makeDenseSparse(
pattern.rowOffsets.push_back(pattern.columnIndices.size());
}
auto result = fesa::SparseMatrix::fromCoo(
auto result = fesa::SparseMatrix::FromCoo(
rows, columns, std::move(contributions), pattern);
if (!result.hasValue()) {
if (!result.HasValue()) {
throw std::runtime_error{"Sparse fixture construction failed."};
}
return std::move(result.value());
return std::move(result.Value());
}
void expectFailureCode(
const fesa::Result<fesa::Vector>& result,
const std::string& code) {
ASSERT_FALSE(result.hasValue());
EXPECT_EQ(result.status().failureCategory(), fesa::FailureCategory::model);
ASSERT_EQ(result.status().diagnostics().size(), 1U);
EXPECT_EQ(result.status().diagnostics()[0U].code, code);
ASSERT_FALSE(result.HasValue());
EXPECT_EQ(result.GetStatus().Category(), fesa::FailureCategory::kModel);
ASSERT_EQ(result.GetStatus().Diagnostics().size(), 1U);
EXPECT_EQ(result.GetStatus().Diagnostics()[0U].code, code);
}
} // namespace
@@ -198,16 +198,16 @@ TEST(LoadAssembly, AssemblesNodeSetAndSixComponentLoads) {
auto result = fesa::LoadAssembler::assembleFullNodalLoad(
*fixture.model, *fixture.dofs);
ASSERT_TRUE(result.hasValue());
ASSERT_EQ(result.value().size(), 12U);
ASSERT_TRUE(result.HasValue());
ASSERT_EQ(result.Value().Size(), 12U);
EXPECT_EQ(
std::vector<double>(result.value().data(), result.value().data() + 12U),
std::vector<double>(result.Value().Data(), result.Value().Data() + 12U),
(std::vector<double>{
1.0, 2.0, 0.0, -4.0, 5.0, 0.0,
1.0, 0.0, 3.0, 0.0, 5.0, 6.0}));
EXPECT_EQ(fixture.dofs->constrainedDofs(),
(std::vector<std::size_t>{0U}));
EXPECT_DOUBLE_EQ(result.value()[0U], 1.0);
EXPECT_DOUBLE_EQ(result.Value()[0U], 1.0);
}
TEST(LoadAssembly, AccumulatesSignedLoadsInSourceOrder) {
@@ -231,10 +231,10 @@ TEST(LoadAssembly, AccumulatesSignedLoadsInSourceOrder) {
*firstOrder.model, *firstOrder.dofs);
auto second = fesa::LoadAssembler::assembleFullNodalLoad(
*secondOrder.model, *secondOrder.dofs);
ASSERT_TRUE(first.hasValue());
ASSERT_TRUE(second.hasValue());
EXPECT_DOUBLE_EQ(first.value()[0U], 1.0);
EXPECT_DOUBLE_EQ(second.value()[0U], 0.0);
ASSERT_TRUE(first.HasValue());
ASSERT_TRUE(second.HasValue());
EXPECT_DOUBLE_EQ(first.Value()[0U], 1.0);
EXPECT_DOUBLE_EQ(second.Value()[0U], 0.0);
}
// MITC4-LOAD-001
@@ -257,10 +257,10 @@ TEST(LoadAssembly, AggregatesAllSixGlobalShellLoadComponentsInSourceOrder) {
const auto result = fesa::LoadAssembler::assembleFullNodalLoad(
*fixture.model, *fixture.dofs);
ASSERT_TRUE(result.hasValue());
ASSERT_EQ(result.value().size(), 24U);
ASSERT_TRUE(result.HasValue());
ASSERT_EQ(result.Value().Size(), 24U);
EXPECT_EQ(
std::vector<double>(result.value().data(), result.value().data() + 6U),
std::vector<double>(result.Value().Data(), result.Value().Data() + 6U),
(std::vector<double>{1.0, 2.0, 3.0, 4.0, 5.0, 0.0}));
}
@@ -279,10 +279,10 @@ TEST(LoadAssembly, AcceptsExactlyZeroAggregateShellMoment) {
const auto result = fesa::LoadAssembler::assembleFullNodalLoad(
*fixture.model, *fixture.dofs);
ASSERT_TRUE(result.hasValue());
EXPECT_DOUBLE_EQ(result.value()[3U], 0.0);
EXPECT_DOUBLE_EQ(result.value()[4U], 0.0);
EXPECT_DOUBLE_EQ(result.value()[5U], 0.0);
ASSERT_TRUE(result.HasValue());
EXPECT_DOUBLE_EQ(result.Value()[3U], 0.0);
EXPECT_DOUBLE_EQ(result.Value()[4U], 0.0);
EXPECT_DOUBLE_EQ(result.Value()[5U], 0.0);
}
// MITC4-LOAD-003
@@ -302,15 +302,15 @@ TEST(LoadAssembly, EnforcesAggregateShellMomentDirectorProjectionThreshold) {
const auto rejected = fesa::LoadAssembler::assembleFullNodalLoad(
*rejectedFixture.model, *rejectedFixture.dofs);
ASSERT_TRUE(accepted.hasValue());
ASSERT_FALSE(rejected.hasValue());
EXPECT_EQ(rejected.status().failureCategory(), fesa::FailureCategory::model);
ASSERT_EQ(rejected.status().diagnostics().size(), 1U);
ASSERT_TRUE(accepted.HasValue());
ASSERT_FALSE(rejected.HasValue());
EXPECT_EQ(rejected.GetStatus().Category(), fesa::FailureCategory::kModel);
ASSERT_EQ(rejected.GetStatus().Diagnostics().size(), 1U);
EXPECT_EQ(
rejected.status().diagnostics()[0U].code,
rejected.GetStatus().Diagnostics()[0U].code,
"unsupported-drilling-load");
EXPECT_EQ(rejected.status().diagnostics()[0U].keyword, "CLOAD");
EXPECT_EQ(rejected.status().diagnostics()[0U].entityIdentity, "10");
EXPECT_EQ(rejected.GetStatus().Diagnostics()[0U].keyword, "CLOAD");
EXPECT_EQ(rejected.GetStatus().Diagnostics()[0U].entity_identity, "10");
}
// MITC4-LOAD-004
@@ -323,11 +323,11 @@ TEST(LoadAssembly, RejectsDrillingMomentBeforeEffectiveRhsCanBeFormed) {
const auto rejected = fesa::LoadAssembler::assembleFullNodalLoad(
*fixture.model, *fixture.dofs);
ASSERT_FALSE(rejected.hasValue());
EXPECT_EQ(rejected.status().failureCategory(), fesa::FailureCategory::model);
ASSERT_EQ(rejected.status().diagnostics().size(), 1U);
ASSERT_FALSE(rejected.HasValue());
EXPECT_EQ(rejected.GetStatus().Category(), fesa::FailureCategory::kModel);
ASSERT_EQ(rejected.GetStatus().Diagnostics().size(), 1U);
EXPECT_EQ(
rejected.status().diagnostics()[0U].code,
rejected.GetStatus().Diagnostics()[0U].code,
"unsupported-drilling-load");
}
@@ -346,7 +346,7 @@ TEST(LoadAssembly, FormsNonzeroPrescribedEffectiveRhs) {
{"10", 6, 40.0, {source, 35U}}});
auto full = fesa::LoadAssembler::assembleFullNodalLoad(
*fixture.model, *fixture.dofs);
ASSERT_TRUE(full.hasValue());
ASSERT_TRUE(full.HasValue());
const auto kfc = makeDenseSparse(
4U,
2U,
@@ -356,11 +356,11 @@ TEST(LoadAssembly, FormsNonzeroPrescribedEffectiveRhs) {
0.5, -1.0});
auto rhs = fesa::LoadAssembler::effectiveFreeRhs(
full.value(), kfc, fixture.dofs->prescribedValues(), *fixture.dofs);
ASSERT_TRUE(rhs.hasValue());
ASSERT_EQ(rhs.value().size(), 4U);
full.Value(), kfc, fixture.dofs->prescribedValues(), *fixture.dofs);
ASSERT_TRUE(rhs.HasValue());
ASSERT_EQ(rhs.Value().Size(), 4U);
EXPECT_EQ(
std::vector<double>(rhs.value().data(), rhs.value().data() + 4U),
std::vector<double>(rhs.Value().Data(), rhs.Value().Data() + 4U),
(std::vector<double>{10.0, 18.0, 39.0, 38.0}));
}
@@ -469,22 +469,22 @@ TEST(LoadAssembly, ZeroLoadsRemainZero) {
{{"10", 3, 0.0, {source, 30U}}});
auto full = fesa::LoadAssembler::assembleFullNodalLoad(
*freeFixture.model, *freeFixture.dofs);
ASSERT_TRUE(full.hasValue());
ASSERT_TRUE(full.HasValue());
EXPECT_TRUE(std::all_of(
full.value().data(),
full.value().data() + full.value().size(),
full.Value().Data(),
full.Value().Data() + full.Value().Size(),
[](const double value) { return value == 0.0; }));
const auto noConstrainedColumns = makeDenseSparse(6U, 0U, {});
auto freeRhs = fesa::LoadAssembler::effectiveFreeRhs(
full.value(),
full.Value(),
noConstrainedColumns,
freeFixture.dofs->prescribedValues(),
*freeFixture.dofs);
ASSERT_TRUE(freeRhs.hasValue());
EXPECT_EQ(freeRhs.value().size(), 6U);
ASSERT_TRUE(freeRhs.HasValue());
EXPECT_EQ(freeRhs.Value().Size(), 6U);
EXPECT_TRUE(std::all_of(
freeRhs.value().data(),
freeRhs.value().data() + freeRhs.value().size(),
freeRhs.Value().Data(),
freeRhs.Value().Data() + freeRhs.Value().Size(),
[](const double value) { return value == 0.0; }));
auto constrainedFixture = makeFixture(
@@ -494,13 +494,13 @@ TEST(LoadAssembly, ZeroLoadsRemainZero) {
{});
auto constrainedFull = fesa::LoadAssembler::assembleFullNodalLoad(
*constrainedFixture.model, *constrainedFixture.dofs);
ASSERT_TRUE(constrainedFull.hasValue());
ASSERT_TRUE(constrainedFull.HasValue());
const auto noFreeRows = makeDenseSparse(0U, 6U, {});
auto constrainedRhs = fesa::LoadAssembler::effectiveFreeRhs(
constrainedFull.value(),
constrainedFull.Value(),
noFreeRows,
constrainedFixture.dofs->prescribedValues(),
*constrainedFixture.dofs);
ASSERT_TRUE(constrainedRhs.hasValue());
EXPECT_EQ(constrainedRhs.value().size(), 0U);
ASSERT_TRUE(constrainedRhs.HasValue());
EXPECT_EQ(constrainedRhs.Value().Size(), 0U);
}