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M IEL IPS BET THIC MTYP KG NODE1 NODE2 NODE3 NODE4 NODE5 NODE6 NODE7 NODE8
1 8 1 0. 1. 1 1 1 6 8 3 4 7 5 2
2 8 1 0. 1. 1 1 6 11 13 8 9 12 10 7
3 8 1 0. 1. 1 1 11 16 18 13 14 17 15 12
4 8 1 0. 1. 1 1 16 21 23 18 19 22 20 17
1 I N I T I A L C O N D I T I O N S
D I S P L A C E M E N T S
NODE X-DISPLACEMENT Y-DISPLACEMENT Z-DISPLACEMENT X-ROTATION Y-ROTATION Z-ROTATION
1 0.0 0.0 0.0 0.0 0.0 0.0
2 0.0 0.0 0.0 0.0 0.0 0.0
3 0.0 0.0 0.0 0.0 0.0 0.0
4 0.0 0.0 0.0 0.0 0.0 0.0
5 0.0 0.0 0.0 0.0 0.0 0.0
6 0.0 0.0 0.0 0.0 0.0 0.0
7 0.0 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0 0.0
9 0.0 0.0 0.0 0.0 0.0 0.0
10 0.0 0.0 0.0 0.0 0.0 0.0
11 0.0 0.0 0.0 0.0 0.0 0.0
12 0.0 0.0 0.0 0.0 0.0 0.0
13 0.0 0.0 0.0 0.0 0.0 0.0
14 0.0 0.0 0.0 0.0 0.0 0.0
15 0.0 0.0 0.0 0.0 0.0 0.0
16 0.0 0.0 0.0 0.0 0.0 0.0
17 0.0 0.0 0.0 0.0 0.0 0.0
18 0.0 0.0 0.0 0.0 0.0 0.0
19 0.0 0.0 0.0 0.0 0.0 0.0
20 0.0 0.0 0.0 0.0 0.0 0.0
21 0.0 0.0 0.0 0.0 0.0 0.0
22 0.0 0.0 0.0 0.0 0.0 0.0
23 0.0 0.0 0.0 0.0 0.0 0.0
1 P R I N T O U T F O R T I M E S T E P 4 ( AT TIME 0.4000D 01 )
1 EQUILIBRIUM ITERATIONS PERFORMED ON THIS TIME STEP TO REESTABLISH EQUILIBRIUM
STIFFNESS REFORMED FOR THIS TIME STEP
D I S P L A C E M E N T S
NODE X-DISPLACEMENT Y-DISPLACEMENT Z-DISPLACEMENT X-ROTATION Y-ROTATION Z-ROTATION
1 0.0 0.205746D-03 0.0 0.0 0.0 0.0
2 0.0 0.205746D-03 -0.307019D-20 0.0 0.0 0.0
3 0.0 0.205746D-03 0.0 0.0 0.0 0.0
4 0.0 0.185965D-03 0.0 0.0 0.0 0.0
5 0.0 0.185965D-03 0.0 0.0 0.0 0.0
6 0.0 0.171670D-03 0.0 0.0 0.0 0.0
7 0.0 0.171670D-03 -0.489424D-20 0.0 0.0 0.0
8 0.0 0.171670D-03 0.0 0.0 0.0 0.0
9 0.0 0.160492D-03 0.0 0.0 0.0 0.0
10 0.0 0.160492D-03 0.0 0.0 0.0 0.0
11 0.0 0.151564D-03 0.0 0.0 0.0 0.0
12 0.0 0.151564D-03 0.247968D-20 0.0 0.0 0.0
13 0.0 0.151564D-03 0.0 0.0 0.0 0.0
14 0.0 0.144367D-03 0.0 0.0 0.0 0.0
15 0.0 0.144367D-03 0.0 0.0 0.0 0.0
16 0.0 0.138529D-03 0.0 0.0 0.0 0.0
17 0.0 0.138529D-03 -0.139779D-20 0.0 0.0 0.0
18 0.0 0.138529D-03 0.0 0.0 0.0 0.0
19 0.0 0.133779D-03 0.0 0.0 0.0 0.0
20 0.0 0.133779D-03 0.0 0.0 0.0 0.0
21 0.0 0.129912D-03 0.0 0.0 0.0 0.0
22 0.0 0.129912D-03 -0.226184D-20 0.0 0.0 0.0
23 0.0 0.129912D-03 0.0 0.0 0.0 0.0
1 S T R E S S C A L C U L A T I O N S F O R E L E M E N T G R O U P 1 (2/D CONTINUUM)
(AXISYMMETRIC)
ELEMENT STRESS STRESS-XX STRESS-YY STRESS-ZZ STRESS-YZ MAX STRESS MIN STRESS YIELD
NUM/IPT STATE ANGLE FUNCTION
1
1 ELASTIC 0.117047D 02 -0.555202D 01 0.184580D 01 0.228981D-07 0.184580D 01 -0.555202D 01 90.00 -0.250410D 02
2 ELASTIC 0.117047D 02 -0.555202D 01 0.184580D 01 -0.228981D-07 0.184580D 01 -0.555202D 01 -90.00 -0.250410D 02
3 PLASTIC 0.120425D 02 -0.794089D 01 0.135858D 01 0.454750D-06 0.135858D 01 -0.794089D 01 90.00 0.0
4 PLASTIC 0.120425D 02 -0.794089D 01 0.135858D 01 -0.454750D-06 0.135858D 01 -0.794089D 01 -90.00 0.0
2
1 ELASTIC 0.899912D 01 -0.281286D 01 0.185588D 01 -0.266241D-08 0.185588D 01 -0.281286D 01 -90.00 -0.646031D 02
2 ELASTIC 0.899912D 01 -0.281286D 01 0.185588D 01 0.266241D-08 0.185588D 01 -0.281286D 01 90.00 -0.646031D 02
3 ELASTIC 0.103845D 02 -0.419823D 01 0.185588D 01 -0.118729D-06 0.185588D 01 -0.419823D 01 -90.00 -0.463200D 02
4 ELASTIC 0.103845D 02 -0.419823D 01 0.185588D 01 0.118729D-06 0.185588D 01 -0.419823D 01 90.00 -0.463200D 02
3
1 ELASTIC 0.738781D 01 -0.120156D 01 0.185588D 01 0.388934D-10 0.185588D 01 -0.120156D 01 90.00 -0.810396D 02
2 ELASTIC 0.738781D 01 -0.120156D 01 0.185588D 01 -0.388946D-10 0.185588D 01 -0.120156D 01 -90.00 -0.810396D 02
3 ELASTIC 0.822512D 01 -0.203886D 01 0.185588D 01 0.291614D-07 0.185588D 01 -0.203886D 01 90.00 -0.731465D 02
4 ELASTIC 0.822512D 01 -0.203886D 01 0.185588D 01 -0.291614D-07 0.185588D 01 -0.203886D 01 -90.00 -0.731465D 02
4
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