baram2584/FESADev
1
0
Fork 0
Code Issues Pull Requests Actions Packages Projects Releases Wiki Activity
Files
fc3a66d8da91241658ef53bd4c00a59ad1d10b18
FESADev/tests/unit/io/abaqus/domain_mapper_test.cpp
T

591 lines
24 KiB
C++
Raw Blame History

#include "fesa/io/abaqus/domain_mapper.hpp"
#include "fesa/io/abaqus/input_reader.hpp"
#include <gtest/gtest.h>
#include <algorithm>
#include <filesystem>
#include <fstream>
#include <iterator>
#include <optional>
#include <stdexcept>
#include <string>
#include <utility>
#include <vector>
namespace {
class TemporaryInputFile {
public:
TemporaryInputFile(const std::string& stem, const std::string& content)
: path_{std::filesystem::temp_directory_path() /
("fesa-domain-mapper-" + stem + ".inp")} {
std::ofstream stream{path_, std::ios::binary | std::ios::trunc};
stream.write(content.data(), static_cast<std::streamsize>(content.size()));
if (!stream) {
throw std::runtime_error{"Unable to create domain mapper fixture."};
}
}
~TemporaryInputFile() {
std::error_code error;
std::filesystem::remove(path_, error);
}
const std::filesystem::path& path() const noexcept {
return path_;
}
private:
std::filesystem::path path_;
};
fesa::Result<fesa::Domain> mapText(
const std::string& stem,
const std::string& content) {
const TemporaryInputFile input{stem, content};
auto parsed = fesa::AbaqusInputReader{}.read(input.path());
if (!parsed.hasValue()) {
return fesa::Result<fesa::Domain>::failure(parsed.status());
}
return fesa::AbaqusDomainMapper{}.map(parsed.value());
}
std::string readExactBytes(const std::filesystem::path& path) {
std::ifstream stream{path, std::ios::binary};
if (!stream) {
throw std::runtime_error{"Unable to read legacy mapper fixture."};
}
return std::string{
std::istreambuf_iterator<char>{stream},
std::istreambuf_iterator<char>{}};
}
std::filesystem::path repositoryRoot() {
auto path = std::filesystem::path{__FILE__}.parent_path();
for (int parent = 0; parent < 4; ++parent) {
path = path.parent_path();
}
return path;
}
const fesa::Diagnostic* findDiagnostic(
const fesa::Status& status,
const std::string& code) {
const auto found = std::find_if(
status.diagnostics().begin(),
status.diagnostics().end(),
[&code](const fesa::Diagnostic& diagnostic) {
return diagnostic.code == code;
});
return found == status.diagnostics().end() ? nullptr : &*found;
}
std::string replaceOnce(
std::string text,
const std::string& from,
const std::string& to) {
const auto position = text.find(from);
if (position == std::string::npos) {
throw std::logic_error{"Mapper test mutation source was not found."};
}
text.replace(position, from.size(), to);
return text;
}
std::string minimalDeck() {
return R"inp(*Part, name=BeamPart
*Node
1, 0., 0., 0.
2, 1., 0., 0.
*Element, type=B33
1, 1, 2
*Elset, elset=BeamSet
1
*Beam General Section, elset=BeamSet, material=Steel, section=GENERAL
1., 1., 0., 1., 1.
0., 1., 0.
*End Part
*Assembly, name=Assembly
*Instance, name=Beam-1, part=BeamPart
*End Instance
*Nset, nset=Root, instance=Beam-1
1
*Nset, nset=Tip, instance=Beam-1
2
*End Assembly
*Material, name=Steel
*Elastic
100., 0.25
*Boundary
Root, 1, 6
*Step, name=Load, nlgeom=NO
*Static
0.1, 1., 0.01, 1.
*Cload
Tip, 2, -1.
*End Step
)inp";
}
std::string supportedInventoryDeck(bool includeNoOps) {
const std::string preprint = includeNoOps
? "*Preprint, echo=NO, model=NO, history=NO, contact=NO\n"
: "";
const std::string shear = includeNoOps
? "*Transverse Shear Stiffness\n1., 2., 3.\n"
: "";
const std::string outputs = includeNoOps
? R"inp(*Restart, write, frequency=0
*Output, field
*Node Output
U, RF
*Element Output, directions=YES
S, SF
*Contact Output, variable=PRESELECT
*Output, history, variable=PRESELECT
)inp"
: "";
return std::string{R"inp(*hEaDiNg
Every supported keyword
)inp"} + preprint + R"inp(*pArT, NaMe=BeamPart
*nOdE
0001, 0., 0., 0.
0002, 2., 0., 0.
*eLeMeNt, TyPe=b33
0007, 0001, 0002
*nSeT, NsEt=RootLocal
0001
*Nset, nset=AllLocal, generate
1, 2, 1
*Elset, elset=BeamExplicit
0007
*eLsEt, ElSeT=BeamAll, GeNeRaTe
7, 7, 1
*Beam General Section, ELSET=beamall, MATERIAL=steel, SECTION=general
2., 3., 0., 4., 5.
0., 1., 0.
*Section Points
-0.5, 0.25
0.5, -0.25
)inp" + shear + R"inp(*eNd PaRt
*aSsEmBlY, name=Assembly
*iNsTaNcE, NAME=Beam-1, PART=beampart
*eNd InStAnCe
*Nset, nset=RootAssembly, instance=beam-1
0001
*Elset, elset=BeamAssembly, instance=BEAM-1
0007
*eNd AsSeMbLy
*mAtErIaL, NaMe=Steel
*eLaStIc
210000., 0.75
*bOuNdArY
rootassembly, 1, 1, 0.125
*sTeP, name=User-Spelling, nLgEoM=no
*sTaTiC
0.25, 1.5, 0.01, 1.5
*Boundary
RootAssembly, 2, 2
*cLoAd
RootAssembly, 6, -12.5
)inp" + outputs + "*eNd StEp\n";
}
} // namespace
TEST(InpDomainMapping, MapsEverySupportedKeywordAndLegacyDeck) {
auto result = mapText("supported-inventory", supportedInventoryDeck(true));
ASSERT_TRUE(result.hasValue());
const fesa::Domain& domain = result.value();
ASSERT_EQ(domain.nodes().size(), 2U);
EXPECT_EQ(domain.nodes()[0].sourceId.instanceName, "Beam-1");
EXPECT_EQ(domain.nodes()[0].sourceId.sourceLabel, 1);
EXPECT_EQ(domain.nodes()[0].sourceId.sourceLabelText, "0001");
EXPECT_EQ(domain.nodes()[1].sourceId.sourceLabelText, "0002");
EXPECT_DOUBLE_EQ(domain.nodes()[1].coordinates[0], 2.0);
ASSERT_EQ(domain.elements().size(), 1U);
EXPECT_EQ(domain.elements()[0].sourceId.sourceLabelText, "0007");
EXPECT_EQ(domain.elements()[0].nodeIndices[0], 0U);
EXPECT_EQ(domain.elements()[0].nodeIndices[1], 1U);
ASSERT_EQ(domain.materials().size(), 1U);
EXPECT_EQ(domain.materials()[0].name, "Steel");
EXPECT_DOUBLE_EQ(domain.materials()[0].youngsModulus, 210000.0);
EXPECT_DOUBLE_EQ(domain.materials()[0].poissonRatio, 0.75);
ASSERT_EQ(domain.sections().size(), 1U);
const auto& section = domain.sections()[0];
EXPECT_DOUBLE_EQ(section.area, 2.0);
EXPECT_DOUBLE_EQ(section.i11, 3.0);
EXPECT_DOUBLE_EQ(section.i12, 0.0);
EXPECT_DOUBLE_EQ(section.i22, 4.0);
EXPECT_DOUBLE_EQ(section.torsionalConstant, 5.0);
EXPECT_EQ(section.firstAxis, (std::array<double, 3>{0.0, 1.0, 0.0}));
EXPECT_EQ(
section.sectionPoints,
(std::vector<std::array<double, 2>>{{-0.5, 0.25}, {0.5, -0.25}}));
EXPECT_EQ(domain.elements()[0].materialIndex, 0U);
EXPECT_EQ(domain.elements()[0].sectionIndex, 0U);
ASSERT_EQ(domain.steps().size(), 1U);
const auto& step = domain.steps()[0];
EXPECT_EQ(step.name, "Step-1");
EXPECT_DOUBLE_EQ(step.initialIncrement, 0.25);
EXPECT_DOUBLE_EQ(step.timePeriod, 1.5);
EXPECT_DOUBLE_EQ(step.minimumIncrement, 0.01);
EXPECT_DOUBLE_EQ(step.maximumIncrement, 1.5);
ASSERT_EQ(step.boundaries.size(), 2U);
EXPECT_EQ(step.boundaries[0].target, "rootassembly");
EXPECT_EQ(step.boundaries[0].firstDof, 1);
EXPECT_DOUBLE_EQ(step.boundaries[0].value, 0.125);
EXPECT_EQ(step.boundaries[1].lastDof, 2);
EXPECT_DOUBLE_EQ(step.boundaries[1].value, 0.0);
ASSERT_EQ(step.loads.size(), 1U);
EXPECT_EQ(step.loads[0].target, "RootAssembly");
EXPECT_EQ(step.loads[0].dof, 6);
EXPECT_DOUBLE_EQ(step.loads[0].magnitude, -12.5);
EXPECT_EQ(domain.warnings().size(), 8U);
const auto legacyPath = repositoryRoot() / "reference" /
"cantilever beam" / "cantilever beam.inp";
const auto bytesBefore = readExactBytes(legacyPath);
const auto timestampBefore = std::filesystem::last_write_time(legacyPath);
auto parsedLegacy = fesa::AbaqusInputReader{}.read(legacyPath);
ASSERT_TRUE(parsedLegacy.hasValue());
auto legacy = fesa::AbaqusDomainMapper{}.map(parsedLegacy.value());
ASSERT_TRUE(legacy.hasValue());
EXPECT_EQ(legacy.value().nodes().size(), 11U);
EXPECT_EQ(legacy.value().elements().size(), 10U);
EXPECT_EQ(legacy.value().materials().size(), 1U);
EXPECT_EQ(legacy.value().sections().size(), 1U);
EXPECT_EQ(legacy.value().steps().size(), 1U);
EXPECT_EQ(legacy.value().warnings().size(), 7U);
EXPECT_EQ(readExactBytes(legacyPath), bytesBefore);
EXPECT_EQ(std::filesystem::last_write_time(legacyPath), timestampBefore);
}
TEST(InpDomainMapping, ExpandsSetsAndMultipleIdentityInstancesDeterministically) {
const std::string deck = R"inp(*Part, name=P
*Node
10, 0., 0., 0.
20, 1., 0., 0.
*Element, type=B33
30, 10, 20
*Nset, nset=Ends, generate
10, 20, 10
*Elset, elset=AllElements
30
*Beam General Section, elset=AllElements, material=M, section=GENERAL
1., 2., 0., 3., 4.
0., 1., 0.
*End Part
*Assembly, name=A
*Instance, name=First, part=P
*End Instance
*Instance, name=Second, part=P
*End Instance
*Nset, nset=OnlySecond, instance=Second
20
*Elset, elset=OnlySecondBeam, instance=Second
30
*End Assembly
*Material, name=M
*Elastic
1000., 0.25
*Step
*Static
1., 1., 1., 1.
*Boundary
OnlySecond, 1, 1
*Cload
OnlySecond, 2, 5.
*End Step
)inp";
auto result = mapText("multiple-instances", deck);
ASSERT_TRUE(result.hasValue());
const fesa::Domain& domain = result.value();
ASSERT_EQ(domain.nodes().size(), 4U);
EXPECT_EQ(domain.nodes()[0].sourceId.instanceName, "First");
EXPECT_EQ(domain.nodes()[0].sourceId.sourceLabel, 10);
EXPECT_EQ(domain.nodes()[1].sourceId.instanceName, "First");
EXPECT_EQ(domain.nodes()[1].sourceId.sourceLabel, 20);
EXPECT_EQ(domain.nodes()[2].sourceId.instanceName, "Second");
EXPECT_EQ(domain.nodes()[2].sourceId.sourceLabel, 10);
EXPECT_EQ(domain.nodes()[3].sourceId.instanceName, "Second");
EXPECT_EQ(domain.nodes()[3].sourceId.sourceLabel, 20);
ASSERT_EQ(domain.elements().size(), 2U);
EXPECT_EQ(domain.elements()[0].sourceId.instanceName, "First");
EXPECT_EQ(domain.elements()[0].nodeIndices,
(std::array<fesa::EntityIndex, 2>{0U, 1U}));
EXPECT_EQ(domain.elements()[1].sourceId.instanceName, "Second");
EXPECT_EQ(domain.elements()[1].nodeIndices,
(std::array<fesa::EntityIndex, 2>{2U, 3U}));
ASSERT_EQ(domain.nodeSets().size(), 3U);
EXPECT_EQ(domain.nodeSets()[0].name, "Ends");
EXPECT_EQ(domain.nodeSets()[0].instanceName, std::optional<std::string>{"First"});
EXPECT_EQ(domain.nodeSets()[0].nodeIndices,
(std::vector<fesa::EntityIndex>{0U, 1U}));
EXPECT_EQ(domain.nodeSets()[1].instanceName, std::optional<std::string>{"Second"});
EXPECT_EQ(domain.nodeSets()[1].nodeIndices,
(std::vector<fesa::EntityIndex>{2U, 3U}));
EXPECT_EQ(domain.nodeSets()[2].name, "OnlySecond");
EXPECT_EQ(domain.nodeSets()[2].nodeIndices,
(std::vector<fesa::EntityIndex>{3U}));
ASSERT_EQ(domain.elementSets().size(), 3U);
EXPECT_EQ(domain.elementSets()[0].instanceName,
std::optional<std::string>{"First"});
EXPECT_EQ(domain.elementSets()[0].elementIndices,
(std::vector<fesa::EntityIndex>{0U}));
EXPECT_EQ(domain.elementSets()[1].instanceName,
std::optional<std::string>{"Second"});
EXPECT_EQ(domain.elementSets()[1].elementIndices,
(std::vector<fesa::EntityIndex>{1U}));
EXPECT_EQ(domain.elementSets()[2].name, "OnlySecondBeam");
EXPECT_EQ(domain.elementSets()[2].elementIndices,
(std::vector<fesa::EntityIndex>{1U}));
ASSERT_EQ(domain.steps().size(), 1U);
EXPECT_EQ(domain.steps()[0].boundaries[0].target, "OnlySecond");
EXPECT_EQ(domain.steps()[0].loads[0].target, "OnlySecond");
auto direct = mapText(
"direct-node-labels",
replaceOnce(
replaceOnce(minimalDeck(), "Root, 1, 6", "1, 1, 6"),
"Tip, 2, -1.",
"2, 2, -1."));
ASSERT_TRUE(direct.hasValue());
EXPECT_EQ(direct.value().steps()[0].boundaries[0].target, "1");
EXPECT_EQ(direct.value().steps()[0].loads[0].target, "2");
auto aboveThresholds = mapText(
"above-geometry-thresholds",
replaceOnce(
replaceOnce(minimalDeck(), "2, 1., 0., 0.", "2, 2e-12, 0., 0."),
"0., 1., 0.",
"1., 2e-12, 0."));
ASSERT_TRUE(aboveThresholds.hasValue());
auto largeFinite = mapText(
"large-finite-geometry",
replaceOnce(
replaceOnce(
replaceOnce(minimalDeck(), "1, 0., 0., 0.", "1, 1e308, 0., 0."),
"2, 1., 0., 0.",
"2, 1e308, 1e297, 0."),
"0., 1., 0.",
"1e308, 0., 0."));
ASSERT_TRUE(largeFinite.hasValue());
}
TEST(InpDomainMapping, NoOpAllowlistWarnsWithoutSemanticEffect) {
auto plain = mapText("without-no-ops", supportedInventoryDeck(false));
auto withNoOps = mapText("with-no-ops", supportedInventoryDeck(true));
ASSERT_TRUE(plain.hasValue());
ASSERT_TRUE(withNoOps.hasValue());
EXPECT_TRUE(plain.value().warnings().empty());
ASSERT_EQ(withNoOps.value().warnings().size(), 8U);
EXPECT_EQ(withNoOps.value().warnings()[0].code, "ignored-input-keyword");
EXPECT_EQ(withNoOps.value().warnings()[0].keyword, "PREPRINT");
EXPECT_EQ(withNoOps.value().warnings()[1].keyword,
"TRANSVERSE SHEAR STIFFNESS");
EXPECT_EQ(withNoOps.value().warnings()[2].keyword, "RESTART");
EXPECT_EQ(withNoOps.value().warnings()[3].keyword, "OUTPUT");
EXPECT_EQ(withNoOps.value().warnings()[4].keyword, "NODE OUTPUT");
EXPECT_EQ(withNoOps.value().warnings()[5].keyword, "ELEMENT OUTPUT");
EXPECT_EQ(withNoOps.value().warnings()[6].keyword, "CONTACT OUTPUT");
EXPECT_EQ(withNoOps.value().warnings()[7].keyword, "OUTPUT");
for (const auto& warning : withNoOps.value().warnings()) {
EXPECT_EQ(warning.severity, fesa::Severity::warning);
}
EXPECT_EQ(withNoOps.value().nodes().size(), plain.value().nodes().size());
EXPECT_EQ(withNoOps.value().elements().size(), plain.value().elements().size());
EXPECT_EQ(withNoOps.value().materials().size(), plain.value().materials().size());
EXPECT_EQ(withNoOps.value().sections().size(), plain.value().sections().size());
EXPECT_EQ(withNoOps.value().nodeSets().size(), plain.value().nodeSets().size());
EXPECT_EQ(withNoOps.value().elementSets().size(), plain.value().elementSets().size());
EXPECT_EQ(withNoOps.value().steps().size(), plain.value().steps().size());
EXPECT_EQ(withNoOps.value().steps()[0].boundaries.size(),
plain.value().steps()[0].boundaries.size());
EXPECT_EQ(withNoOps.value().steps()[0].loads.size(),
plain.value().steps()[0].loads.size());
}
TEST(InpDomainMapping, RejectsUnsupportedAndInvalidPortfolio) {
struct InvalidCase {
std::string name;
std::string deck;
std::string expectedCode;
fesa::FailureCategory category;
};
const std::string base = minimalDeck();
const std::vector<InvalidCase> cases{
{"b31", replaceOnce(base, "type=B33", "type=B31"),
"unsupported-element-formulation", fesa::FailureCategory::input},
{"transform", replaceOnce(base, "*End Instance\n", "1., 0., 0.\n*End Instance\n"),
"unsupported-instance-transform", fesa::FailureCategory::input},
{"nested-assembly", replaceOnce(base, "*End Assembly\n", "*Assembly, name=Nested\n*End Assembly\n*End Assembly\n"),
"unsupported-nested-assembly", fesa::FailureCategory::input},
{"multiple-step", base + "*Step\n*Static\n1., 1., 1., 1.\n*End Step\n",
"unsupported-multiple-step", fesa::FailureCategory::input},
{"late-part", replaceOnce(base, "*End Assembly\n*Material", "*End Assembly\n*Part, name=Late\n*End Part\n*Material"),
"invalid-keyword-location", fesa::FailureCategory::input},
{"material-before-assembly", replaceOnce(base, "*Assembly, name=Assembly", "*Material, name=Early\n*Elastic\n50., 0.2\n*Assembly, name=Assembly"),
"invalid-keyword-location", fesa::FailureCategory::input},
{"material-after-model-boundary", replaceOnce(base,
"*Material, name=Steel\n*Elastic\n100., 0.25\n*Boundary\nRoot, 1, 6",
"*Boundary\nRoot, 1, 6\n*Material, name=Steel\n*Elastic\n100., 0.25"),
"invalid-keyword-location", fesa::FailureCategory::input},
{"keyword-after-step", base + "*Preprint, echo=NO\n",
"invalid-keyword-location", fesa::FailureCategory::input},
{"assembly-instance-after-set", replaceOnce(base,
"*Instance, name=Beam-1, part=BeamPart\n*End Instance\n*Nset, nset=Root, instance=Beam-1\n1",
"*Nset, nset=Root, instance=Beam-1\n1\n*Instance, name=Beam-1, part=BeamPart\n*End Instance"),
"invalid-keyword-location", fesa::FailureCategory::input},
{"element-before-node", replaceOnce(base,
"*Node\n1, 0., 0., 0.\n2, 1., 0., 0.\n*Element, type=B33\n1, 1, 2",
"*Element, type=B33\n1, 1, 2\n*Node\n1, 0., 0., 0.\n2, 1., 0., 0."),
"invalid-keyword-location", fesa::FailureCategory::input},
{"shear-before-section-context", replaceOnce(base,
"*Beam General Section",
"*Transverse Shear Stiffness\n1., 2., 3.\n*Beam General Section"),
"invalid-keyword-location", fesa::FailureCategory::input},
{"incomplete-part", replaceOnce(base,
base.substr(base.find("*Part"), base.find("*End Part") + std::string{"*End Part\n"}.size() - base.find("*Part")),
"*Part, name=BeamPart\n*End Part\n"),
"invalid-keyword-location", fesa::FailureCategory::input},
{"empty-assembly", replaceOnce(base,
base.substr(base.find("*Assembly"), base.find("*End Assembly") + std::string{"*End Assembly\n"}.size() - base.find("*Assembly")),
"*Assembly, name=Assembly\n*End Assembly\n"),
"invalid-keyword-location", fesa::FailureCategory::input},
{"cload-before-static", replaceOnce(base,
"*Static\n0.1, 1., 0.01, 1.\n*Cload\nTip, 2, -1.",
"*Cload\nTip, 2, -1.\n*Static\n0.1, 1., 0.01, 1."),
"invalid-keyword-location", fesa::FailureCategory::input},
{"static-after-boundary", replaceOnce(
replaceOnce(base, "*Boundary\nRoot, 1, 6\n*Step", "*Step"),
"*Static\n0.1, 1., 0.01, 1.",
"*Boundary\nRoot, 1, 6\n*Static\n0.1, 1., 0.01, 1."),
"invalid-keyword-location", fesa::FailureCategory::input},
{"boundary-after-cload", replaceOnce(
replaceOnce(base, "*Boundary\nRoot, 1, 6\n*Step", "*Step"),
"Tip, 2, -1.\n*End Step",
"Tip, 2, -1.\n*Boundary\nRoot, 1, 6\n*End Step"),
"invalid-keyword-location", fesa::FailureCategory::input},
{"cload-after-no-op", replaceOnce(base, "*Cload", "*Restart, write, frequency=0\n*Cload"),
"invalid-keyword-location", fesa::FailureCategory::input},
{"step-without-static", replaceOnce(base,
"*Static\n0.1, 1., 0.01, 1.\n*Cload\nTip, 2, -1.\n*End Step",
"*End Step"),
"invalid-keyword-location", fesa::FailureCategory::input},
{"dependent-instance", replaceOnce(base, "part=BeamPart", "part=BeamPart, dependent=YES"),
"unsupported-instance-mesh-semantics", fesa::FailureCategory::input},
{"coupled-section", replaceOnce(base, "1., 1., 0., 1., 1.", "1., 1., 0.5, 1., 1."),
"unsupported-coupled-section", fesa::FailureCategory::model},
{"zero-length", replaceOnce(base, "2, 1., 0., 0.", "2, 0., 0., 0."),
"invalid-beam-length", fesa::FailureCategory::model},
{"parallel-guide", replaceOnce(base, "0., 1., 0.", "1., 0., 0."),
"invalid-beam-guide-vector", fesa::FailureCategory::model},
{"nonpositive-area", replaceOnce(base, "1., 1., 0., 1., 1.", "0., 1., 0., 1., 1."),
"invalid-beam-property", fesa::FailureCategory::model},
{"nonpositive-derived-shear", replaceOnce(base, "100., 0.25", "100., -1.25"),
"invalid-beam-property", fesa::FailureCategory::model},
{"nonfinite-elastic", replaceOnce(base, "100., 0.25", "inf, 0.25"),
"invalid-beam-property", fesa::FailureCategory::model},
{"nonfinite-section-property", replaceOnce(base, "1., 1., 0., 1., 1.", "nan, 1., 0., 1., 1."),
"invalid-beam-property", fesa::FailureCategory::model},
{"nonfinite-guide", replaceOnce(base, "0., 1., 0.", "0., inf, 0."),
"invalid-beam-guide-vector", fesa::FailureCategory::model},
{"length-at-threshold", replaceOnce(base, "2, 1., 0., 0.", "2, 1e-12, 0., 0."),
"invalid-beam-length", fesa::FailureCategory::model},
{"guide-at-threshold", replaceOnce(base, "0., 1., 0.", "1., 1e-12, 0."),
"invalid-beam-guide-vector", fesa::FailureCategory::model},
{"duplicate-elastic", replaceOnce(base, "100., 0.25\n*Boundary", "100., 0.25\n*Elastic\n100., 0.25\n*Boundary"),
"duplicate-entity", fesa::FailureCategory::input},
{"duplicate-node-label", replaceOnce(base, "2, 1., 0., 0.", "1, 1., 0., 0."),
"duplicate-entity", fesa::FailureCategory::input},
{"dangling-connectivity", replaceOnce(base, "1, 1, 2", "1, 1, 9"),
"unresolved-reference", fesa::FailureCategory::input},
{"invalid-dof", replaceOnce(base, "Root, 1, 6", "Root, 1, 7"),
"invalid-dof", fesa::FailureCategory::input},
{"nonfinite-coordinate", replaceOnce(base, "1., 0., 0.", "nan, 0., 0."),
"invalid-numeric-value", fesa::FailureCategory::input},
{"malformed-node-arity", replaceOnce(base, "1, 0., 0., 0.", "1, 0., 0."),
"invalid-data-arity", fesa::FailureCategory::input},
{"nlgeom", replaceOnce(base, "nlgeom=NO", "nlgeom=YES"),
"unsupported-nonlinear-geometry", fesa::FailureCategory::model},
{"unknown-keyword", replaceOnce(base, "*Assembly, name=Assembly", "*Density\n1.\n*Assembly, name=Assembly"),
"unsupported-keyword", fesa::FailureCategory::input},
{"invalid-static-arity", replaceOnce(base, "0.1, 1., 0.01, 1.", "0.1, 1., 0.01"),
"invalid-static-data", fesa::FailureCategory::input},
{"invalid-static-range", replaceOnce(base, "0.1, 1., 0.01, 1.", "0.1, 1., 2., 1."),
"invalid-static-data", fesa::FailureCategory::input},
{"invalid-generate", replaceOnce(base, "*Elset, elset=BeamSet\n1", "*Elset, elset=BeamSet, generate\n1, 1, 0"),
"invalid-set-range", fesa::FailureCategory::input},
{"nonlanding-generate", replaceOnce(base, "*Elset, elset=BeamSet\n1", "*Elset, elset=BeamSet, generate\n1, 2, 2"),
"invalid-set-range", fesa::FailureCategory::input},
{"ambiguous-direct-label", replaceOnce(
replaceOnce(base,
"*End Instance\n*Nset, nset=Root",
"*End Instance\n*Instance, name=Beam-2, part=BeamPart\n*End Instance\n*Nset, nset=Root"),
"Root, 1, 6",
"1, 1, 6"),
"unresolved-reference", fesa::FailureCategory::input},
{"ambiguous-part-set", replaceOnce(
replaceOnce(
replaceOnce(base,
"*Elset, elset=BeamSet",
"*Nset, nset=Local\n1\n*Elset, elset=BeamSet"),
"*End Instance\n*Nset, nset=Root",
"*End Instance\n*Instance, name=Beam-2, part=BeamPart\n*End Instance\n*Nset, nset=Root"),
"Root, 1, 6",
"Local, 1, 6"),
"unresolved-reference", fesa::FailureCategory::input},
{"direct-set-conflict", replaceOnce(base,
"*Step, name=Load",
"*Boundary\n1, 1, 1, 2.\n*Step, name=Load"),
"conflicting-boundary-condition", fesa::FailureCategory::input},
{"dangling-boundary-target", replaceOnce(base, "Root, 1, 6", "Missing, 1, 6"),
"unresolved-reference", fesa::FailureCategory::input},
{"conflicting-boundary", replaceOnce(base, "*Step, name=Load", "*Boundary\nRoot, 1, 1, 2.\n*Step, name=Load"),
"conflicting-boundary-condition", fesa::FailureCategory::input}};
for (const auto& testCase : cases) {
SCOPED_TRACE(testCase.name);
auto result = mapText("invalid-" + testCase.name, testCase.deck);
ASSERT_FALSE(result.hasValue());
EXPECT_EQ(result.status().failureCategory(), testCase.category);
const auto* diagnostic = findDiagnostic(result.status(), testCase.expectedCode);
ASSERT_NE(diagnostic, nullptr);
EXPECT_EQ(diagnostic->severity, fesa::Severity::error);
EXPECT_FALSE(diagnostic->location.file.empty());
EXPECT_GT(diagnostic->location.line, 0U);
}
}
TEST(InpDomainMapping, RejectsDloadWithoutDistributedLoadObject) {
const auto deck = replaceOnce(
minimalDeck(),
"*Cload\nTip, 2, -1.\n",
"*Dload\nBeamSet, PY, -1.\n");
auto result = mapText("dload", deck);
ASSERT_FALSE(result.hasValue());
EXPECT_EQ(result.status().failureCategory(), fesa::FailureCategory::input);
const auto* diagnostic = findDiagnostic(result.status(), "unsupported-keyword");
ASSERT_NE(diagnostic, nullptr);
EXPECT_EQ(diagnostic->keyword, "DLOAD");
}
Reference in New Issue View Git Blame Copy Permalink