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

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
+4
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@@ -0,0 +1,4 @@
*ASSEMBLY, NAME=First
*END ASSEMBLY
*ASSEMBLY, NAME=Second
*END ASSEMBLY
@@ -0,0 +1,8 @@
*PART, NAME=BeamPart
*END PART
*ASSEMBLY, NAME=Root
*INSTANCE, NAME=Beam-1, PART=BeamPart
*END INSTANCE
*NSET, NSET=Fixed, INSTANCE=Other
1
*END ASSEMBLY
+11
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@@ -0,0 +1,11 @@
*NODE
1, 0.0, 0.0, 0.0
*NSET, NSET=Fixed
1
*STEP
*STATIC
*BOUNDARY
Fixed, 1, 1, 0.0
*BOUNDARY
Fixed, 1, 1, 1.0
*END STEP
+7
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@@ -0,0 +1,7 @@
*NODE
1, 0.0, 0.0, 0.0
*STEP
*STATIC
*CLOAD
1, 7, 1.0
*END STEP
@@ -0,0 +1,6 @@
*MATERIAL, NAME=Steel
*ELASTIC
-1.0, 0.25
*STEP
*STATIC
*END STEP
+8
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@@ -0,0 +1,8 @@
*NODE
1, 0.0, 0.0, 0.0
2, 1.0, 0.0, 0.0
*ELEMENT, TYPE=B32, ELSET=Beam
1, 1, 2
*STEP
*STATIC
*END STEP
@@ -0,0 +1,5 @@
*ELSET, ELSET=Beam, GENERATE
3, 1, 1
*STEP
*STATIC
*END STEP
+2
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@@ -0,0 +1,2 @@
*STEP
*STATIC
@@ -0,0 +1 @@
*HEADING, NAME=Unsupported
+8
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@@ -0,0 +1,8 @@
*PART, NAME=BeamPart
*END PART
*ASSEMBLY, NAME=Root
*INSTANCE, NAME=Beam-1, PART=BeamPart
*NODE
1, 0.0, 0.0, 0.0
*END INSTANCE
*END ASSEMBLY
+7
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@@ -0,0 +1,7 @@
*PART, NAME=BeamPart
*END PART
*ASSEMBLY, NAME=Root
*INSTANCE, NAME=Beam-1, PART=BeamPart
1.0, 2.0, 3.0
*END INSTANCE
*END ASSEMBLY
@@ -0,0 +1,4 @@
*MATERIAL, NAME=Steel
*STEP
*STATIC
*END STEP
+8
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@@ -0,0 +1,8 @@
*NODE
1, 0.0, 0.0, 0.0
*PART, NAME=BeamPart
*END PART
*ASSEMBLY, NAME=Root
*INSTANCE, NAME=Beam-1, PART=BeamPart
*END INSTANCE
*END ASSEMBLY
+7
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@@ -0,0 +1,7 @@
*NSET, NSET=First
Second
*NSET, NSET=Second
First
*STEP
*STATIC
*END STEP
+6
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@@ -0,0 +1,6 @@
*NODE
1, 0.0, 0.0, 0.0
1, 1.0, 0.0, 0.0
*STEP
*STATIC
*END STEP
+5
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@@ -0,0 +1,5 @@
*NSET
1
*STEP
*STATIC
*END STEP
@@ -0,0 +1,4 @@
*STEP
*STATIC
*OUTPUT, FIELD, VARIABLE=ALL
*END STEP
+3
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@@ -0,0 +1,3 @@
*PART, NAME=BeamPart
*NODE
1, 0.0, 0.0, 0.0
@@ -0,0 +1 @@
*PREPRINT, COLOR=YES
@@ -0,0 +1 @@
*RESTART, WRITE, FREQUENCY=0
@@ -0,0 +1,12 @@
*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
*BEAM GENERAL SECTION, SECTION=GENERAL, ELSET=Beam, MATERIAL=Steel
1.0, 2.0, 0.0, 2.0, 1.0
0.0, 1.0, 0.0
*STEP
*STATIC
*END STEP
+9
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@@ -0,0 +1,9 @@
*MATERIAL, NAME=Steel
*ELASTIC
200.0, 0.25
*BEAM GENERAL SECTION, SECTION=ARBITRARY, ELSET=Beam, MATERIAL=Steel
1.0, 1.0, 0.0, 1.0, 1.0
0.0, 1.0, 0.0
*STEP
*STATIC
*END STEP
+4
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@@ -0,0 +1,4 @@
*STEP
*STATIC
1.0, -1.0
*END STEP
+6
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@@ -0,0 +1,6 @@
*STEP, NAME=First
*STATIC
*END STEP
*STEP, NAME=Second
*STATIC
*END STEP
@@ -0,0 +1,11 @@
*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, 0.25
*STEP
*STATIC
*END STEP
+1
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@@ -0,0 +1 @@
*INCLUDE, INPUT=other.inp