*Heading
CAX8RP elements
elastic plastic materials
soils procedure
**
*system
1.E5,
*Node
1, 30., 0.
2, 30., 20.
3, 10., 20.
4, 10., 0.
5, 50., 0.
6, 50., 20.
7, 30., 4.
8, 30., 8.
9, 30., 12.
10, 30., 16.
11, 21.2158, 20.
12, 15.6821, 20.
13, 12.1961, 20.
14, 10., 16.
15, 10., 12.
16, 10., 8.
17, 10., 4.
18, 12.1961, 0.
19, 15.6821, 0.
20, 21.2158, 0.
21, 38.7842, 0.
22, 44.3179, 0.
23, 47.8039, 0.
24, 50., 4.
25, 50., 8.
26, 50., 12.
27, 50., 16.
28, 47.8039, 20.
29, 44.3179, 20.
30, 38.7842, 20.
31, 21.2158, 4.
32, 21.2158, 8.
33, 21.2158, 12.
34, 21.2158, 16.
35, 15.6821, 4.
36, 15.6821, 8.
37, 15.6821, 12.
38, 15.6821, 16.
39, 12.1961, 4.
40, 12.1961, 8.
41, 12.1961, 12.
42, 12.1961, 16.
43, 38.7842, 16.
44, 38.7842, 12.
45, 38.7842, 8.
46, 38.7842, 4.
47, 44.3179, 16.
48, 44.3179, 12.
49, 44.3179, 8.
50, 44.3179, 4.
51, 47.8039, 16.
52, 47.8039, 12.
53, 47.8039, 8.
54, 47.8039, 4.
55, 30., 2.
56, 30., 6.
57, 30., 10.
58, 30., 14.
59, 30., 18.
60, 25.6079, 20.
61, 18.4489, 20.
62, 13.9391, 20.
63, 11.098, 20.
64, 10., 18.
65, 10., 14.
66, 10., 10.
67, 10., 2.
68, 10., 6.
69, 11.098, 0.
70, 13.9391, 0.
71, 25.6079, 0.
72, 18.4489, 0.
73, 34.3921, 0.
74, 41.5511, 0.
75, 46.0609, 0.
76, 48.902, 0.
77, 50., 2.
78, 50., 6.
79, 50., 10.
80, 50., 18.
81, 50., 14.
82, 48.902, 20.
83, 46.0609, 20.
84, 34.3921, 20.
85, 41.5511, 20.
86, 25.6079, 4.
87, 21.2158, 2.
88, 25.6079, 8.
89, 21.2158, 6.
90, 25.6079, 12.
91, 21.2158, 10.
92, 25.6079, 16.
93, 21.2158, 14.
94, 21.2158, 18.
95, 18.4489, 4.
96, 15.6821, 2.
97, 18.4489, 8.
98, 15.6821, 6.
99, 18.4489, 12.
100, 15.6821, 10.
101, 18.4489, 16.
102, 15.6821, 14.
103, 15.6821, 18.
104, 13.9391, 4.
105, 12.1961, 2.
106, 11.098, 4.
107, 13.9391, 8.
108, 12.1961, 6.
109, 11.098, 8.
110, 13.9391, 12.
111, 12.1961, 10.
112, 11.098, 12.
113, 13.9391, 16.
114, 12.1961, 14.
115, 12.1961, 18.
116, 11.098, 16.
117, 34.3921, 16.
118, 38.7842, 18.
119, 34.3921, 12.
120, 38.7842, 14.
121, 34.3921, 8.
122, 38.7842, 10.
123, 34.3921, 4.
124, 38.7842, 6.
125, 38.7842, 2.
126, 41.5511, 16.
127, 44.3179, 18.
128, 41.5511, 12.
129, 44.3179, 14.
130, 41.5511, 8.
131, 44.3179, 10.
132, 41.5511, 4.
133, 44.3179, 6.
134, 44.3179, 2.
135, 46.0609, 16.
136, 47.8039, 18.
137, 48.902, 16.
138, 46.0609, 12.
139, 47.8039, 14.
140, 48.902, 12.
141, 46.0609, 8.
142, 47.8039, 10.
143, 48.902, 8.
144, 46.0609, 4.
145, 47.8039, 6.
146, 47.8039, 2.
147, 48.902, 4.
*Nset, nset=top
2, 3, 6, 11, 12, 13, 28, 29, 30, 60, 61, 62, 63, 82, 83, 84
85,
*Nset, nset=bottom
1, 4, 5, 18, 19, 20, 21, 22, 23, 69, 70, 71, 72, 73, 74, 75
76,
*Nset, nset=left
3, 4, 14, 15, 16, 17, 64, 65, 66, 67, 68
*Nset, nset=right
5, 6, 24, 25, 26, 27, 77, 78, 79, 80, 81
*Nset, nset=centerpoint
1,
*Nset, nset=centerline
1, 2, 7, 8, 9, 10, 55, 56, 57, 58, 59
*element,type=cax8rp
1, 1, 7, 31, 20, 55, 86, 87, 71
2, 7, 8, 32, 31, 56, 88, 89, 86
3, 8, 9, 33, 32, 57, 90, 91, 88
4, 9, 10, 34, 33, 58, 92, 93, 90
5, 10, 2, 11, 34, 59, 60, 94, 92
6, 20, 31, 35, 19, 87, 95, 96, 72
7, 31, 32, 36, 35, 89, 97, 98, 95
8, 32, 33, 37, 36, 91, 99, 100, 97
9, 33, 34, 38, 37, 93, 101, 102, 99
10, 34, 11, 12, 38, 94, 61, 103, 101
11, 19, 35, 39, 18, 96, 104, 105, 70
12, 35, 36, 40, 39, 98, 107, 108, 104
13, 36, 37, 41, 40, 100, 110, 111, 107
14, 37, 38, 42, 41, 102, 113, 114, 110
15, 38, 12, 13, 42, 103, 62, 115, 113
16, 18, 39, 17, 4, 105, 106, 67, 69
17, 39, 40, 16, 17, 108, 109, 68, 106
18, 40, 41, 15, 16, 111, 112, 66, 109
19, 41, 42, 14, 15, 114, 116, 65, 112
20, 42, 13, 3, 14, 115, 63, 64, 116
*Elset, elset=leftsection, generate
1, 20, 1
*element,type=cax8rp
21, 2, 10, 43, 30, 59, 117, 118, 84
22, 10, 9, 44, 43, 58, 119, 120, 117
23, 9, 8, 45, 44, 57, 121, 122, 119
24, 8, 7, 46, 45, 56, 123, 124, 121
25, 7, 1, 21, 46, 55, 73, 125, 123
26, 30, 43, 47, 29, 118, 126, 127, 85
27, 43, 44, 48, 47, 120, 128, 129, 126
28, 44, 45, 49, 48, 122, 130, 131, 128
29, 45, 46, 50, 49, 124, 132, 133, 130
30, 46, 21, 22, 50, 125, 74, 134, 132
31, 29, 47, 51, 28, 127, 135, 136, 83
32, 47, 48, 52, 51, 129, 138, 139, 135
33, 48, 49, 53, 52, 131, 141, 142, 138
34, 49, 50, 54, 53, 133, 144, 145, 141
35, 50, 22, 23, 54, 134, 75, 146, 144
36, 28, 51, 27, 6, 136, 137, 80, 82
37, 51, 52, 26, 27, 139, 140, 81, 137
38, 52, 53, 25, 26, 142, 143, 79, 140
39, 53, 54, 24, 25, 145, 147, 78, 143
40, 54, 23, 5, 24, 146, 76, 77, 147
*Elset, elset=rightsection, generate
21, 40, 1
**
*solid section, elset=rightsection,material=softelpl
1.0,
*solid section, elset=leftsection,material=hardelpl
1.0,
*Material, name=softelpl
*Elastic
1.E4, 0.3
*Plastic
8.E3,
*permeability,specific=1
1.0E6,
*density
1.0,
*Material, name=hardelpl
*Elastic
1.E5, 0.3
*Plastic
8.E4,
*permeability,specific=1
1.0E6,
*density
1.0,
**
*map solution, step = 1
*Step, nlgeom, inc=100
Hold
*soils,consolidation,utol=1000.
1.,1.
*controls,parameters=field
,1.
**
*boundary,op=new
bottom,ysymm
centerline,xsymm
top,2,2,0.0
right,1,1,0.0
left,1,1,0.0
bottom,8,8,1.0
*Restart, write, frequency=1
*Output, field, op=NEW, frequency=1
*Node Output
U, POR
*Element Output
S, E, FLVEL, VOIDR
*node file,freq=9999
U, POR
*el file,freq=9999
S, E, PE
*End Step