feat(abaqus-subset-completion): step 0 — abaqus-input-contract
This commit is contained in:
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*ASSEMBLY, NAME=First
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*END ASSEMBLY
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*ASSEMBLY, NAME=Second
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*END ASSEMBLY
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*PART, NAME=BeamPart
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*END PART
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*ASSEMBLY, NAME=Root
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*INSTANCE, NAME=Beam-1, PART=BeamPart
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*END INSTANCE
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*NSET, NSET=Fixed, INSTANCE=Other
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1
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*END ASSEMBLY
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*NODE
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1, 0.0, 0.0, 0.0
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*NSET, NSET=Fixed
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1
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*STEP
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*STATIC
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*BOUNDARY
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Fixed, 1, 1, 0.0
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*BOUNDARY
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Fixed, 1, 1, 1.0
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*END STEP
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*NODE
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1, 0.0, 0.0, 0.0
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*STEP
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*STATIC
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*CLOAD
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1, 7, 1.0
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*END STEP
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*MATERIAL, NAME=Steel
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*ELASTIC
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-1.0, 0.25
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*STEP
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*STATIC
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*END STEP
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@@ -0,0 +1,8 @@
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*NODE
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1, 0.0, 0.0, 0.0
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2, 1.0, 0.0, 0.0
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*ELEMENT, TYPE=B32, ELSET=Beam
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1, 1, 2
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*STEP
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*STATIC
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*END STEP
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@@ -0,0 +1,5 @@
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*ELSET, ELSET=Beam, GENERATE
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3, 1, 1
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*STEP
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*STATIC
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*END STEP
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*STEP
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*STATIC
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@@ -0,0 +1 @@
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*HEADING, NAME=Unsupported
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@@ -0,0 +1,8 @@
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*PART, NAME=BeamPart
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*END PART
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*ASSEMBLY, NAME=Root
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*INSTANCE, NAME=Beam-1, PART=BeamPart
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*NODE
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1, 0.0, 0.0, 0.0
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*END INSTANCE
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*END ASSEMBLY
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@@ -0,0 +1,7 @@
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*PART, NAME=BeamPart
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*END PART
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*ASSEMBLY, NAME=Root
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*INSTANCE, NAME=Beam-1, PART=BeamPart
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1.0, 2.0, 3.0
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*END INSTANCE
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*END ASSEMBLY
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@@ -0,0 +1,4 @@
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*MATERIAL, NAME=Steel
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*STEP
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*STATIC
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*END STEP
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@@ -0,0 +1,8 @@
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*NODE
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1, 0.0, 0.0, 0.0
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*PART, NAME=BeamPart
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*END PART
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*ASSEMBLY, NAME=Root
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*INSTANCE, NAME=Beam-1, PART=BeamPart
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*END INSTANCE
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*END ASSEMBLY
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*NSET, NSET=First
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Second
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*NSET, NSET=Second
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First
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*STEP
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*STATIC
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*END STEP
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@@ -0,0 +1,6 @@
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*NODE
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1, 0.0, 0.0, 0.0
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1, 1.0, 0.0, 0.0
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*STEP
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*STATIC
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*END STEP
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*NSET
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1
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*STEP
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*STATIC
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*END STEP
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@@ -0,0 +1,4 @@
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*STEP
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*STATIC
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*OUTPUT, FIELD, VARIABLE=ALL
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*END STEP
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@@ -0,0 +1,3 @@
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*PART, NAME=BeamPart
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*NODE
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1, 0.0, 0.0, 0.0
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@@ -0,0 +1 @@
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*PREPRINT, COLOR=YES
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@@ -0,0 +1 @@
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*RESTART, WRITE, FREQUENCY=0
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*MATERIAL, NAME=Steel
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*ELASTIC
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200.0, 0.25
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*BEAM GENERAL SECTION, SECTION=GENERAL, ELSET=Beam, MATERIAL=Steel
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1.0, 1.0, 0.0, 1.0, 1.0
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0.0, 1.0, 0.0
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*BEAM GENERAL SECTION, SECTION=GENERAL, ELSET=Beam, MATERIAL=Steel
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1.0, 2.0, 0.0, 2.0, 1.0
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0.0, 1.0, 0.0
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*STEP
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*STATIC
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*END STEP
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*MATERIAL, NAME=Steel
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*ELASTIC
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200.0, 0.25
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*BEAM GENERAL SECTION, SECTION=ARBITRARY, ELSET=Beam, MATERIAL=Steel
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1.0, 1.0, 0.0, 1.0, 1.0
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0.0, 1.0, 0.0
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*STEP
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*STATIC
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*END STEP
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@@ -0,0 +1,4 @@
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*STEP
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*STATIC
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1.0, -1.0
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*END STEP
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@@ -0,0 +1,6 @@
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*STEP, NAME=First
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*STATIC
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*END STEP
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*STEP, NAME=Second
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*STATIC
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*END STEP
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@@ -0,0 +1,11 @@
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*MATERIAL, NAME=Steel
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*ELASTIC
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200.0, 0.25
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*BEAM GENERAL SECTION, SECTION=GENERAL, ELSET=Beam, MATERIAL=Steel
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1.0, 1.0, 0.0, 1.0, 1.0
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0.0, 1.0, 0.0
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*TRANSVERSE SHEAR STIFFNESS
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64.0, 40.0, 0.25
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*STEP
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*STATIC
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*END STEP
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@@ -0,0 +1 @@
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*INCLUDE, INPUT=other.inp
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