KOKO\Mimi
100 lines
4.0 KiB
C++
100 lines
4.0 KiB
C++
#include <gtest/gtest.h>
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#include <array>
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#include <limits>
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#include <memory>
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#include <string>
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#include <type_traits>
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#include <utility>
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#include <vector>
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#include "fesa/properties/general_beam_section.h"
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#include "fesa/properties/shell_section.h"
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namespace {
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fesa::SourceLocation PropertyLocation() { return {"models/property.inp", 40U}; }
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} // namespace
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TEST(ElementProperty, OwnsGeneralBeamSectionThroughVirtualBase) {
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static_assert(std::has_virtual_destructor_v<fesa::ElementProperty>);
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const fesa::SourceEntityId source_id{"", 4, "BeamSection"};
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auto candidate = fesa::GeneralBeamSection::Create(
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source_id, "BeamSection", 0.02, 1.0e-5, 0.0, 2.0e-5, 5.0e-6,
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{0.0, 1.0, 0.0}, {{-0.1, 0.0}, {0.1, 0.0}}, PropertyLocation());
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ASSERT_TRUE(candidate.HasValue());
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std::unique_ptr<fesa::ElementProperty> property =
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std::make_unique<fesa::GeneralBeamSection>(std::move(candidate.Value()));
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EXPECT_EQ(property->Kind(), fesa::ElementPropertyKind::kGeneralBeamSection);
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EXPECT_EQ(property->SourceId().source_label, 4);
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EXPECT_EQ(property->SourceId().source_label_text, "BeamSection");
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const auto& section = static_cast<const fesa::GeneralBeamSection&>(*property);
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EXPECT_EQ(section.Name(), "BeamSection");
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EXPECT_DOUBLE_EQ(section.Area(), 0.02);
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EXPECT_DOUBLE_EQ(section.I11(), 1.0e-5);
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EXPECT_DOUBLE_EQ(section.I12(), 0.0);
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EXPECT_DOUBLE_EQ(section.I22(), 2.0e-5);
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EXPECT_DOUBLE_EQ(section.TorsionalConstant(), 5.0e-6);
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EXPECT_EQ(section.FirstAxis(), (std::array<double, 3>{0.0, 1.0, 0.0}));
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EXPECT_EQ(section.SectionPoints(),
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(std::vector<std::array<double, 2>>{{-0.1, 0.0}, {0.1, 0.0}}));
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EXPECT_EQ(section.Location().line, 40U);
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}
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TEST(ElementProperty, OwnsShellSectionThroughVirtualBase) {
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const fesa::SourceEntityId source_id{"", 8, "ShellSection"};
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auto candidate =
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fesa::ShellSection::Create(source_id, "ShellSection", 0.01,
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fesa::EntityIndex{3}, PropertyLocation());
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ASSERT_TRUE(candidate.HasValue());
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std::unique_ptr<fesa::ElementProperty> property =
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std::make_unique<fesa::ShellSection>(std::move(candidate.Value()));
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EXPECT_EQ(property->Kind(), fesa::ElementPropertyKind::kShellSection);
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EXPECT_EQ(property->SourceId().source_label, 8);
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const auto& section = static_cast<const fesa::ShellSection&>(*property);
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EXPECT_EQ(section.Name(), "ShellSection");
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EXPECT_DOUBLE_EQ(section.Thickness(), 0.01);
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EXPECT_EQ(section.MaterialIndex(), fesa::EntityIndex{3});
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EXPECT_EQ(section.Location().file, "models/property.inp");
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}
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TEST(ElementProperty, PreservesEmptyOptionalSectionPointInventory) {
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const auto section = fesa::GeneralBeamSection::Create(
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{"", 4, "BeamSection"}, "BeamSection", 0.02, 1.0e-5, 0.0, 2.0e-5, 5.0e-6,
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{0.0, 1.0, 0.0}, {}, PropertyLocation());
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ASSERT_TRUE(section.HasValue());
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EXPECT_TRUE(section.Value().SectionPoints().empty());
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}
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TEST(ElementProperty, RejectsInvalidCurrentSectionFields) {
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const auto invalid_beam = fesa::GeneralBeamSection::Create(
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{"", 4, "BeamSection"}, "BeamSection", 0.0, 1.0e-5, 0.0, 2.0e-5, 5.0e-6,
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{0.0, 1.0, 0.0}, {}, PropertyLocation());
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ASSERT_FALSE(invalid_beam.HasValue());
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EXPECT_EQ(invalid_beam.GetStatus().Category(), fesa::FailureCategory::kModel);
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const auto coupled_beam = fesa::GeneralBeamSection::Create(
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{"", 4, "BeamSection"}, "BeamSection", 0.02, 1.0e-5, 1.0e-8, 2.0e-5,
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5.0e-6, {0.0, 1.0, 0.0}, {}, PropertyLocation());
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EXPECT_FALSE(coupled_beam.HasValue());
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const auto nonfinite_point = fesa::GeneralBeamSection::Create(
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{"", 4, "BeamSection"}, "BeamSection", 0.02, 1.0e-5, 0.0, 2.0e-5, 5.0e-6,
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{0.0, 1.0, 0.0}, {{std::numeric_limits<double>::quiet_NaN(), 0.0}},
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PropertyLocation());
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EXPECT_FALSE(nonfinite_point.HasValue());
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const auto invalid_shell =
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fesa::ShellSection::Create({"", 8, "ShellSection"}, "ShellSection", 0.0,
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fesa::EntityIndex{3}, PropertyLocation());
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ASSERT_FALSE(invalid_shell.HasValue());
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EXPECT_EQ(invalid_shell.GetStatus().Category(),
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fesa::FailureCategory::kModel);
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}
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