** Generated by Mecway 5.0
*NODE
1,0,0,0
2,0,0.05,0
3,0.05,0.05,0
4,0.05,0,0
5,0,0.025,0
6,0.025,0,0
7,0.025,0.025,0
8,0.025,0.05,0
9,0.05,0.025,0
10,0.0375,0.05,0
11,0.0375,0.0125,0
12,0.05,0.0125,0
13,0.04166666666667,0.01666666666667,0
14,0.0375,0.0375,0
15,0.025,0.0375,0
16,0.0375,0.025,0
17,0.03333333333333,0.03333333333333,0
18,0,0.0375,0
19,0.0125,0.025,0
20,0.0125,0.0375,0
21,0.008333333333333,0.03333333333333,0
22,0,0.0125,0
23,0.0125,0,0
24,0.0125,0.0125,0
25,0.008333333333333,0.008333333333333,0
26,0.05,0.0375,0
27,0.0375,0,0
28,0.04166666666667,0.04166666666667,0
29,0.03333333333333,0.008333333333333,0
30,0.0125,0.05,0
31,0.01666666666667,0.04166666666667,0
32,0.025,0.0125,0
33,0.01666666666667,0.01666666666667,0

*ELEMENT,TYPE=S4
1,13,11,4,12
2,17,15,7,16
3,21,19,7,20
4,25,23,6,24
5,29,27,4,11
6,33,24,6,32
7,28,14,9,26
8,31,20,7,15
9,9,16,13,12
10,16,7,11,13
11,9,14,17,16
12,14,8,15,17
13,2,18,21,20
14,18,5,19,21
15,5,22,25,24
16,22,1,23,25
17,7,32,29,11
18,32,6,27,29
19,7,19,33,32
20,19,5,24,33
21,3,10,28,26
22,10,8,14,28
23,8,30,31,15
24,30,2,20,31

*MATERIAL,NAME=Material
*ELASTIC,TYPE=ISOTROPIC
275000000000,0.3
*ELSET,ELSET=displacement_elements
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
*ELSET,ELSET=displacement_elements(2)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
*ELSET,ELSET=displacement_elements(3)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24

**z(3) = 0 displacement
*SHELL SECTION,ELSET=displacement_elements,MATERIAL=Material
0.005
*BOUNDARY
1,3,,0
2,3,,0
3,3,,0
4,3,,0
5,3,,0
6,3,,0
7,3,,0
8,3,,0
9,3,,0
10,3,,0
11,3,,0
12,3,,0
13,3,,0
14,3,,0
15,3,,0
16,3,,0
17,3,,0
18,3,,0
19,3,,0
20,3,,0
21,3,,0
22,3,,0
23,3,,0
24,3,,0
25,3,,0
26,3,,0
27,3,,0
28,3,,0
29,3,,0
30,3,,0
31,3,,0
32,3,,0
33,3,,0

**x(1) = 0 displacement y(2) = 40mm displacement

*INITIAL CONDITIONS,TYPE=DISPLACEMENT
1,1,0
1,2,0.04
2,1,0
2,2,0.04
3,1,0
3,2,0.04
4,1,0
4,2,0.04
5,1,0
5,2,0.04
6,1,0
6,2,0.04
7,1,0
7,2,0.04
8,1,0
8,2,0.04
9,1,0
9,2,0.04
10,1,0
10,2,0.04
11,1,0
11,2,0.04
12,1,0
12,2,0.04
13,1,0
13,2,0.04
14,1,0
14,2,0.04
15,1,0
15,2,0.04
16,1,0
16,2,0.04
17,1,0
17,2,0.04
18,1,0
18,2,0.04
19,1,0
19,2,0.04
20,1,0
20,2,0.04
21,1,0
21,2,0.04
22,1,0
22,2,0.04
23,1,0
23,2,0.04
24,1,0
24,2,0.04
25,1,0
25,2,0.04
26,1,0
26,2,0.04
27,1,0
27,2,0.04
28,1,0
28,2,0.04
29,1,0
29,2,0.04
30,1,0
30,2,0.04
31,1,0
31,2,0.04
32,1,0
32,2,0.04
33,1,0
33,2,0.04
*STEP
*STATIC
*BOUNDARY
1,1,,0
1,2,,0.04
2,1,,0
2,2,,0.04
3,1,,0
3,2,,0.04
4,1,,0
4,2,,0.04
5,1,,0
5,2,,0.04
6,1,,0
6,2,,0.04
7,1,,0
7,2,,0.04
8,1,,0
8,2,,0.04
9,1,,0
9,2,,0.04
10,1,,0
10,2,,0.04
11,1,,0
11,2,,0.04
12,1,,0
12,2,,0.04
13,1,,0
13,2,,0.04
14,1,,0
14,2,,0.04
15,1,,0
15,2,,0.04
16,1,,0
16,2,,0.04
17,1,,0
17,2,,0.04
18,1,,0
18,2,,0.04
19,1,,0
19,2,,0.04
20,1,,0
20,2,,0.04
21,1,,0
21,2,,0.04
22,1,,0
22,2,,0.04
23,1,,0
23,2,,0.04
24,1,,0
24,2,,0.04
25,1,,0
25,2,,0.04
26,1,,0
26,2,,0.04
27,1,,0
27,2,,0.04
28,1,,0
28,2,,0.04
29,1,,0
29,2,,0.04
30,1,,0
30,2,,0.04
31,1,,0
31,2,,0.04
32,1,,0
32,2,,0.04
33,1,,0
33,2,,0.04
*NODE FILE,GLOBAL=YES
U,RF
*EL FILE
S
*END STEP