轴对称受重力/学习记录
本帖最后由 wrj001 于 2021-8-15 16:33 编辑轴对称，圆盘受重力
*NODE
1,0.0 ,0.0 ,0.0
2,1.0 ,0.0 ,0.0
3,2.0 ,0.0 ,0.0
4,3.0 ,0.0 ,0.0
5,4.0 ,0.0 ,0.0
6,5.0 ,0.0 ,0.0
7,6.0 ,0.0 ,0.0
8,7.0 ,0.0 ,0.0
9,8.0 ,0.0 ,0.0
10,9.0 ,0.0 ,0.0
11,10.0 ,0.0 ,0.0
12,11.0 ,0.0 ,0.0
13,12.0 ,0.0 ,0.0
14,13.0 ,0.0 ,0.0
15,14.0 ,0.0 ,0.0
16,15.0 ,0.0 ,0.0
17,16.0 ,0.0 ,0.0
18,17.0 ,0.0 ,0.0
19,18.0 ,0.0 ,0.0
20,19.0 ,0.0 ,0.0
21,20.0 ,0.0 ,0.0
22,1.0 ,0.5 ,0.0
23,0.0 ,0.5 ,0.0
24,2.0 ,0.5 ,0.0
25,3.0 ,0.5 ,0.0
26,4.0 ,0.5 ,0.0
27,5.0 ,0.5 ,0.0
28,6.0 ,0.5 ,0.0
29,7.0 ,0.5 ,0.0
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32,10.0 ,0.5 ,0.0
33,11.0 ,0.5 ,0.0
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35,13.0 ,0.5 ,0.0
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37,15.0 ,0.5 ,0.0
38,16.0 ,0.5 ,0.0
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40,18.0 ,0.5 ,0.0
41,19.0 ,0.5 ,0.0
42,20.0 ,0.5 ,0.0
43,1.0 ,1.0 ,0.0
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45,2.0 ,1.0 ,0.0
46,3.0 ,1.0 ,0.0
47,4.0 ,1.0 ,0.0
48,5.0 ,1.0 ,0.0
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50,7.0 ,1.0 ,0.0
51,8.0 ,1.0 ,0.0
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55,12.0 ,1.0 ,0.0
56,13.0 ,1.0 ,0.0
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58,15.0 ,1.0 ,0.0
59,16.0 ,1.0 ,0.0
60,17.0 ,1.0 ,0.0
61,18.0 ,1.0 ,0.0
62,19.0 ,1.0 ,0.0
63,20.0 ,1.0 ,0.0
64,1.0 ,1.5 ,0.0
65,0.0 ,1.5 ,0.0
66,2.0 ,1.5 ,0.0
67,3.0 ,1.5 ,0.0
68,4.0 ,1.5 ,0.0
69,5.0 ,1.5 ,0.0
70,6.0 ,1.5 ,0.0
71,7.0 ,1.5 ,0.0
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74,10.0 ,1.5 ,0.0
75,11.0 ,1.5 ,0.0
76,12.0 ,1.5 ,0.0
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78,14.0 ,1.5 ,0.0
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81,17.0 ,1.5 ,0.0
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84,20.0 ,1.5 ,0.0
85,1.0 ,2.0 ,0.0
86,0.0 ,2.0 ,0.0
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91,6.0 ,2.0 ,0.0
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100,15.0 ,2.0 ,0.0
101,16.0 ,2.0 ,0.0
102,17.0 ,2.0 ,0.0
103,18.0 ,2.0 ,0.0
104,19.0 ,2.0 ,0.0
105,20.0 ,2.0 ,0.0
*ELEMENT,TYPE=CAX4R,ELSET=SHLL
1, 1, 2, 22, 23
2, 2, 3, 24, 22
3, 3, 4, 25, 24
4, 4, 5, 26, 25
5, 5, 6, 27, 26
6, 6, 7, 28, 27
7, 7, 8, 29, 28
8, 8, 9, 30, 29
9, 9, 10, 31, 30
10, 10, 11, 32, 31
11, 11, 12, 33, 32
12, 12, 13, 34, 33
13, 13, 14, 35, 34
14, 14, 15, 36, 35
15, 15, 16, 37, 36
16, 16, 17, 38, 37
17, 17, 18, 39, 38
18, 18, 19, 40, 39
19, 19, 20, 41, 40
20, 20, 21, 42, 41
21, 23, 22, 43, 44
22, 22, 24, 45, 43
23, 24, 25, 46, 45
24, 25, 26, 47, 46
25, 26, 27, 48, 47
26, 27, 28, 49, 48
27, 28, 29, 50, 49
28, 29, 30, 51, 50
29, 30, 31, 52, 51
30, 31, 32, 53, 52
31, 32, 33, 54, 53
32, 33, 34, 55, 54
33, 34, 35, 56, 55
34, 35, 36, 57, 56
35, 36, 37, 58, 57
36, 37, 38, 59, 58
37, 38, 39, 60, 59
38, 39, 40, 61, 60
39, 40, 41, 62, 61
40, 41, 42, 63, 62
41, 44, 43, 64, 65
42, 43, 45, 66, 64
43, 45, 46, 67, 66
44, 46, 47, 68, 67
45, 47, 48, 69, 68
46, 48, 49, 70, 69
47, 49, 50, 71, 70
48, 50, 51, 72, 71
49, 51, 52, 73, 72
50, 52, 53, 74, 73
51, 53, 54, 75, 74
52, 54, 55, 76, 75
53, 55, 56, 77, 76
54, 56, 57, 78, 77
55, 57, 58, 79, 78
56, 58, 59, 80, 79
57, 59, 60, 81, 80
58, 60, 61, 82, 81
59, 61, 62, 83, 82
60, 62, 63, 84, 83
61, 65, 64, 85, 86
62, 64, 66, 87, 85
63, 66, 67, 88, 87
64, 67, 68, 89, 88
65, 68, 69, 90, 89
66, 69, 70, 91, 90
67, 70, 71, 92, 91
68, 71, 72, 93, 92
69, 72, 73, 94, 93
70, 73, 74, 95, 94
71, 74, 75, 96, 95
72, 75, 76, 97, 96
73, 76, 77, 98, 97
74, 77, 78, 99, 98
75, 78, 79, 100, 99
76, 79, 80, 101, 100
77, 80, 81, 102, 101
78, 81, 82, 103, 102
79, 82, 83, 104, 103
80, 83, 84, 105, 104
*NSET,NSET=NL
1,23,44,65,86
*SOLID SECTION, ELSET=SHLL,MATERIAL=STEEL
*MATERIAL,NAME=STEEL
*ELASTIC
210000,.3
*DENSITY
7.8E-9
*BOUNDARY
NL,ENCASTRE
*STEP
*STATIC
1., 1., 1e-05, 1.
*DLOAD
SHLL,GRAV,9800,0,-1,0
*Output, field, variable=PRESELECT
*Output, history, variable=PRESELECT
*END STEP
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