forked from 1b-agent/fieldcraft-upstream
a71f85eb58
* decks: Abaqus input writer with golden decks, read-back, Jacobian and unsupported tests Co-Authored-By: Claude Opus 5.5 <noreply@anthropic.com> Claude-Session: https://claude.ai/code/session_01NmAttHhUZTokgPeEJia8sm * engine: deck.write command (format dispatch, atomic file write), docs Co-Authored-By: Claude Opus 5.5 <noreply@anthropic.com> Claude-Session: https://claude.ai/code/session_01NmAttHhUZTokgPeEJia8sm * decks: format table, one resolve per write, direct buffer writes; engine: shared path parameter Co-Authored-By: Claude Opus 5.5 <noreply@anthropic.com> Claude-Session: https://claude.ai/code/session_01NmAttHhUZTokgPeEJia8sm --------- Co-authored-by: jyviko <2501648+jyviko@users.noreply.github.com> Co-authored-by: Claude Opus 5.5 <noreply@anthropic.com>
124 lines
2.3 KiB
Plaintext
124 lines
2.3 KiB
Plaintext
*HEADING
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ModelCraft model, units mm-t-s-N-MPa
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** Written by ModelCraft. The numbers are in one consistent unit system and are not converted.
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** Nodes
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*NODE
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1, 0.0, 0.0, 0.0
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2, 0.0, 0.0, 10.0
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3, 0.0, 10.0, 0.0
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4, 0.0, 10.0, 10.0
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5, 25.0, 0.0, 0.0
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6, 25.0, 0.0, 10.0
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7, 25.0, 10.0, 0.0
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8, 25.0, 10.0, 10.0
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9, 50.0, 0.0, 0.0
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10, 50.0, 0.0, 10.0
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11, 50.0, 10.0, 0.0
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12, 50.0, 10.0, 10.0
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13, 75.0, 0.0, 0.0
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14, 75.0, 0.0, 10.0
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15, 75.0, 10.0, 0.0
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16, 75.0, 10.0, 10.0
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17, 100.0, 0.0, 0.0
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18, 100.0, 0.0, 10.0
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19, 100.0, 10.0, 0.0
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20, 100.0, 10.0, 10.0
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** Reference points
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*NODE
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** reference point Tip
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99999999, 110.0, 5.0, 5.0
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** Elements
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*ELEMENT, TYPE=C3D8I
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1, 1, 5, 7, 3, 2, 6, 8, 4
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2, 5, 9, 11, 7, 6, 10, 12, 8
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3, 9, 13, 15, 11, 10, 14, 16, 12
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4, 13, 17, 19, 15, 14, 18, 20, 16
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** Sets
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*NSET, NSET=all
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1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16
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17, 18, 19, 20
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*ELSET, ELSET=all
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1, 2, 3, 4
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*NSET, NSET=root
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1, 2, 3, 4
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*SURFACE, TYPE=ELEMENT, NAME=root
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1, S6
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*NSET, NSET=tip
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17, 18, 19, 20
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*SURFACE, TYPE=ELEMENT, NAME=tip
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4, S4
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** Materials
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*MATERIAL, NAME=Steel
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*ELASTIC, TYPE=ISOTROPIC
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210000.0, 0.3
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*DENSITY
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7.85E-9
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** Sections
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** section beam
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*SOLID SECTION, ELSET=all, MATERIAL=Steel
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,
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** Couplings: every node of the set weighted equally
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*SURFACE, TYPE=NODE, NAME=tie-nodes
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tip, 1.0
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*COUPLING, CONSTRAINT NAME=tie, REF NODE=99999999, SURFACE=tie-nodes
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*KINEMATIC
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1, 6
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** Initial state: boundary conditions active in every step
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*BOUNDARY
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** boundary condition clamp
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root, ENCASTRE
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** Step Twist
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*STEP, NAME=Twist, NLGEOM=NO
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*STATIC
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1.0, 1.0
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** boundary conditions: as in the base state
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*CLOAD, OP=NEW
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99999999, 4, 5000.0
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*OUTPUT, FIELD, OP=NEW
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*NODE OUTPUT
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U, RF
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*ELEMENT OUTPUT
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S, E
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*END STEP
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** Step Modes
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*STEP, NAME=Modes
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*FREQUENCY, EIGENSOLVER=LANCZOS
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6, 1.0
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*BOUNDARY
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** boundary condition lift
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99999999, 3, 3, 0.5
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*OUTPUT, FIELD, OP=NEW
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*NODE OUTPUT
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U
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*END STEP
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** Step Lift
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*STEP, NAME=Lift, NLGEOM=NO
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*STATIC
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1.0, 1.0
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*BOUNDARY
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** boundary condition lift
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99999999, 3, 3, 0.5
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*CLOAD, OP=NEW
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99999999, 4, 5000.0
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*DLOAD, OP=NEW
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all, BY, 0.001
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*OUTPUT, FIELD, OP=NEW
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*NODE OUTPUT
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U, RF
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*ELEMENT OUTPUT
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S, E
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*END STEP
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** Step Release
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*STEP, NAME=Release, NLGEOM=NO
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*STATIC
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1.0, 1.0
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*BOUNDARY, OP=NEW
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** boundary condition clamp
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root, ENCASTRE
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*CLOAD, OP=NEW
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*DLOAD, OP=NEW
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*OUTPUT, FIELD, OP=NEW
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*NODE OUTPUT
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U
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*END STEP
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