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https://git.salome-platform.org/gitpub/modules/smesh.git
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60 lines
1.8 KiB
Plaintext
60 lines
1.8 KiB
Plaintext
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*HEADING
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: NAFEMS TEST LE1, Plane Stress Elements -- Elliptic Membr. [CPS3]
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*RESTART,WRITE
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*NODE, NSET=CF000
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1, 0.000000000E+00, 0.100000000E+01, 0.000000000E+00
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2, 0.000000000E+00, 0.187500000E+01, 0.000000000E+00
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3, 0.000000000E+00, 0.275000000E+01, 0.000000000E+00
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4, 0.116500008E+01, 0.812829971E+00, 0.000000000E+00
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5, 0.147400010E+01, 0.155601501E+01, 0.000000000E+00
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6, 0.178300011E+01, 0.229920006E+01, 0.000000000E+00
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7, 0.178302014E+01, 0.452999949E+00, 0.000000000E+00
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8, 0.230790997E+01, 0.900500059E+00, 0.000000000E+00
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9, 0.283279991E+01, 0.134800017E+01, 0.000000000E+00
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10, 0.200000000E+01, 0.000000000E+00, 0.000000000E+00
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11, 0.262500000E+01, 0.000000000E+00, 0.000000000E+00
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12, 0.325000000E+01, 0.000000000E+00, 0.000000000E+00
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*ELEMENT, TYPE=CPS3, ELSET=M001P001
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1, 5, 2, 1
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2, 1, 4, 5
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3, 8, 5, 4
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4, 4, 7, 8
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5, 11, 8, 7
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6, 7, 10, 11
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7, 6, 3, 2
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8, 2, 5, 6
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9, 9, 6, 5
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10, 5, 8, 9
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11, 12, 9, 8
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12, 8, 11, 12
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*ELSET,ELSET=LOAD
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7,9,11
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*ELSET,ELSET=PR
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6,
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*SOLID SECTION, ELSET=M001P001, MATERIAL=M001P001
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0.1000 , 5
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*MATERIAL, NAME=M001P001
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*ELASTIC, TYPE=ISO
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0.2100E+06, 0.3000 , 0.0000E+00
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*STEP, AMP=RAMP
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LOAD CASE 1
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*STATIC
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*DLOAD, OP=NEW
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LOAD,P1,-10.0
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*BOUNDARY, OP=NEW
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1, 1, , 0.0000E+00
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2, 1, , 0.0000E+00
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3, 1, , 0.0000E+00
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10, 2, , 0.0000E+00
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11, 2, , 0.0000E+00
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12, 2, , 0.0000E+00
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*EL FILE, ELSET=PR, POSITION=AVERAGED AT NODES
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S,
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*NODE FILE, GLOBAL=YES
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U,
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*OUTPUT,FIELD
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*NODE OUTPUT
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U,
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*EL PRINT,POS=AVERAGED AT NODES
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*END STEP
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