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feat(abaqus-subset-completion): step 0 — abaqus-input-contract

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This commit is contained in:
KOKO\Mimi
2026-08-01 02:24:24 +09:00
parent 18361e4eb2
commit 2b83b1128f
36 changed files with 938 additions and 1 deletions
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tests/fixtures/abaqus/valid/explicit_transverse_shear.inp
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*NODE
1, 0.0, 0.0, 0.0
2, 1.0, 0.0, 0.0
*ELEMENT, TYPE=B31, ELSET=Beam
1, 1, 2
*NSET, NSET=Fixed
1
*ELSET, ELSET=Beam
1
*MATERIAL, NAME=Steel
*ELASTIC
200.0, 0.25
*BEAM GENERAL SECTION, SECTION=GENERAL, ELSET=Beam, MATERIAL=Steel
1.0, 1.0, 0.0, 1.0, 1.0
0.0, 1.0, 0.0
*TRANSVERSE SHEAR STIFFNESS
64.0, 40.0, 0.0
*STEP
*STATIC
*BOUNDARY
Fixed, 1, 6
*CLOAD
2, 2, -1.0
*END STEP
tests/fixtures/abaqus/valid/flat_complete.inp
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*NODE
1, 0.0, 0.0, 0.0
2, 1.0, 0.0, 0.0
*ELEMENT, TYPE=B31, ELSET=Beam
1, 1, 2
*NSET, NSET=Fixed
1
*ELSET, ELSET=Beam
1
*MATERIAL, NAME=Steel
*ELASTIC
200.0, 0.25
*BEAM GENERAL SECTION, SECTION=GENERAL, ELSET=Beam, MATERIAL=Steel
1.0, 1.0, 0.0, 1.0, 1.0
0.0, 1.0, 0.0
*BOUNDARY
Fixed, 1, 6
*STEP, NAME=Load
*STATIC
*CLOAD
2, 2, -1.0
*END STEP
tests/fixtures/abaqus/valid/generated_nested_sets.inp
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+28
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*NODE
1, 0.0, 0.0, 0.0
2, 1.0, 0.0, 0.0
3, 2.0, 0.0, 0.0
*ELEMENT, TYPE=B31
1, 1, 2
2, 2, 3
*NSET, NSET=FirstTwo, GENERATE
1, 2, 1
*NSET, NSET=AllNodes
FirstTwo, 3
*ELSET, ELSET=GeneratedElements, GENERATE
1, 2, 1
*ELSET, ELSET=AllElements
GeneratedElements
*MATERIAL, NAME=Steel
*ELASTIC
200.0, 0.25
*BEAM GENERAL SECTION, SECTION=GENERAL, ELSET=AllElements, MATERIAL=Steel
1.0, 1.0, 0.0, 1.0, 1.0
0.0, 1.0, 0.0
*STEP
*STATIC
*BOUNDARY
AllNodes, 1, 6
*CLOAD
3, 2, -1.0
*END STEP
tests/fixtures/abaqus/valid/hierarchical_complete.inp
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+31
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*PART, NAME=BeamPart
*NODE
1, 0.0, 0.0, 0.0
2, 1.0, 0.0, 0.0
*ELEMENT, TYPE=B31, ELSET=Beam
1, 1, 2
*ELSET, ELSET=Beam
1
*BEAM GENERAL SECTION, SECTION=GENERAL, ELSET=Beam, MATERIAL=Steel
1.0, 1.0, 0.0, 1.0, 1.0
0.0, 1.0, 0.0
*END PART
*ASSEMBLY, NAME=RootAssembly
*INSTANCE, NAME=Beam-1, PART=BeamPart
*END INSTANCE
*NSET, NSET=Fixed, INSTANCE=Beam-1
1
*NSET, NSET=Tip, INSTANCE=Beam-1
2
*END ASSEMBLY
*MATERIAL, NAME=Steel
*ELASTIC
200.0, 0.25
*STEP, NAME=Load, NLGEOM=NO
*STATIC
1.0, 1.0, 0.01, 1.0
*BOUNDARY
Fixed, 1, 6
*CLOAD
Tip, 2, -1.0
*END STEP
tests/fixtures/abaqus/valid/noop_directives.inp
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*HEADING
FESA recognized no-op heading
*PREPRINT, ECHO=NO, MODEL=NO, HISTORY=NO, CONTACT=NO
*NODE
1, 0.0, 0.0, 0.0
2, 1.0, 0.0, 0.0
*ELEMENT, TYPE=B31, ELSET=Beam
1, 1, 2
*NSET, NSET=Fixed
1
*ELSET, ELSET=Beam
1
*MATERIAL, NAME=Steel
*ELASTIC
200.0, 0.25
*BEAM GENERAL SECTION, SECTION=GENERAL, ELSET=Beam, MATERIAL=Steel
1.0, 1.0, 0.0, 1.0, 1.0
0.0, 1.0, 0.0
*STEP
*STATIC
*BOUNDARY
Fixed, 1, 6
*CLOAD
2, 2, -1.0
*RESTART, WRITE, FREQUENCY=0
*OUTPUT, FIELD, VARIABLE=PRESELECT
*OUTPUT, HISTORY, VARIABLE=PRESELECT
*END STEP