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Up: Example Models
Previous: Example Model B31BOX
This example illustrates the creation of a built-in flat plate under a uniformly distributed edge load.
PROPERTY FE-PROG ABAQUS GEOMETRY POINT P1 0 GEOMETRY POINT P2 100 GEOMETRY POINT P3 100 100 GEOMETRY POINT P4 100 PROPERTY MATERIAL MAT STEM 210E3 0.29 PROPERTY PHYSICAL THICKNESS TH1 1.0 GEOMETRY SURFACE 4POINTS P1 P2 P3 P4 MESHING TYPE S1 QU8 2 PROPERTY ATTACH S1 STEM TH1 PROPERTY BOUNDARY CONSTRAINT L4 12 PROPERTY LOAD PRESSURE L2 -100 0 MESHING GENERATE UTILITY WRITE ABAQUS cpe8.inp YES
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** ABAQUS 5.2 INPUT DECK *
** CREATED BY FEMGEN/FEMVIEW VERSION 2.305 *
** TRANSLATED BY FEMGEN-ABAQUS VERSION 3.000 *
** FILE CREATED: DATE 06/04/94 TIME 15:29:03 *
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**
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** BINARY RESULT FILE FORMAT SELECTED *
** MESSAGE LOGGING IS OFF *
** DIALOG SESSION IS OFF *
** ABAQUS/Standard SELECTED *
** EXTERNAL MATERIAL DIRECTORY NOT USED *
** EXTERNAL RESULT OUTPUT FILE NOT USED *
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**
*HEADING
FEMGEN MODEL CPE8 TRANSLATED BY PRE-ABAQUS 3.000 TITLE: No model title
**
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** MODEL DEFINITION ... *
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**
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** MODEL GEOMETRY *
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**
*NODE, NSET=ALLNODE
1, 0.0000000 , 0.0000000 , 0.0000000
2, 50.00000 , 0.0000000 , 0.0000000
3, 100.0000 , 0.0000000 , 0.0000000
4, 0.0000000 , 50.00000 , 0.0000000
5, 50.00000 , 50.00000 , 0.0000000
6, 100.0000 , 50.00000 , 0.0000000
7, 0.0000000 , 100.0000 , 0.0000000
8, 50.00000 , 100.0000 , 0.0000000
9, 100.0000 , 100.0000 , 0.0000000
10, 25.00000 , 0.0000000 , 0.0000000
11, 75.00000 , 0.0000000 , 0.0000000
12, 0.0000000 , 25.00000 , 0.0000000
13, 50.00000 , 25.00000 , 0.0000000
14, 100.0000 , 25.00000 , 0.0000000
15, 25.00000 , 50.00000 , 0.0000000
16, 75.00000 , 50.00000 , 0.0000000
17, 0.0000000 , 75.00000 , 0.0000000
18, 50.00000 , 75.00000 , 0.0000000
19, 100.0000 , 75.00000 , 0.0000000
20, 25.00000 , 100.0000 , 0.0000000
21, 75.00000 , 100.0000 , 0.0000000
*ELEMENT, TYPE=CPS8 , ELSET=S1
1 1 2 5 4 10 13 15 12
2 2 3 6 5 11 14 16 13
3 4 5 8 7 15 18 20 17
4 5 6 9 8 16 19 21 18
**
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** SET DEFINITIONS *
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**
*ELSET, ELSET=PHY1
S1 ,
*ELSET, ELSET=ALL
PHY1 ,
**
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** PROPERTY DEFINITIONS *
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**
*SOLID SECTION, ELSET=PHY1 ,MATERIAL=STEM
1.000000 ,
**
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** MATERIAL DEFINITIONS *
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**
*MATERIAL, NAME=STEM
*DENSITY
0.0000000E+00,
*ELASTIC, TYPE=ISO
210.0E+03,0.290 , 0.0
*EXPANSION, ZERO= 0.0.0000
0.0000000E+00, 0.0000
**
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** KINEMATIC CONSTRAINTS *
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**
*NSET, NSET=L4
7 17 4 12 1
*BOUNDARY
L4 , 1, 1
*NSET, NSET=P1
1
*BOUNDARY
P1 , 1, 2
**
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** HISTORY DEFINITION ... *
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**
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** FEMGEN LOADCASE 1 *
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**
*STEP, PERTURBATION
*STATIC
*ELSET, ELSET=FL2
2 4
*DLOAD, OP=NEW
FL2 , P2 , -100.0000
**
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** RESULTS OUTPUT CONTROL *
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**
*NODE FILE
U
*EL FILE, POSITION=AVERAGED AT NODES
S,E
*EL FILE, POSITION=NODES
S,E
*EL FILE, POSITION=INTEGRATION POINTS
S,COORD
E,COORD
*END STEP
**
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