*Heading
Substructure generation
Used in contbeam_substruc_subcycle_std.inp
*preprint, echo=NO, history=NO, model=NO, contact=NO
** ----------------------------------------------------------------
** PART INSTANCE: PART-1-1
**
*Node
1, -0.5, -0.5, 10
2, -0.5, 0, 10
3, -0.5, 0.5, 10
4, -0.5, -0.5, 9
5, -0.5, 0, 9
6, -0.5, 0.5, 9
7, -0.5, -0.5, 8
8, -0.5, 0, 8
9, -0.5, 0.5, 8
10, -0.5, -0.5, 7
11, -0.5, 0, 7
12, -0.5, 0.5, 7
13, -0.5, -0.5, 6
14, -0.5, 0, 6
15, -0.5, 0.5, 6
16, -0.5, -0.5, 5
17, -0.5, 0, 5
18, -0.5, 0.5, 5
19, -0.5, -0.5, 4
20, -0.5, 0, 4
21, -0.5, 0.5, 4
22, -0.5, -0.5, 3
23, -0.5, 0, 3
24, -0.5, 0.5, 3
25, -0.5, -0.5, 2
26, -0.5, 0, 2
27, -0.5, 0.5, 2
28, -0.5, -0.5, 1
29, -0.5, 0, 1
30, -0.5, 0.5, 1
31, -0.5, -0.5, 0
32, -0.5, 0, 0
33, -0.5, 0.5, 0
34, 0, -0.5, 10
35, 0, 0, 10
36, 0, 0.5, 10
37, 0, -0.5, 9
38, 0, 0, 9
39, 0, 0.5, 9
40, 0, -0.5, 8
41, 0, 0, 8
42, 0, 0.5, 8
43, 0, -0.5, 7
44, 0, 0, 7
45, 0, 0.5, 7
46, 0, -0.5, 6
47, 0, 0, 6
48, 0, 0.5, 6
49, 0, -0.5, 5
50, 0, 0, 5
51, 0, 0.5, 5
52, 0, -0.5, 4
53, 0, 0, 4
54, 0, 0.5, 4
55, 0, -0.5, 3
56, 0, 0, 3
57, 0, 0.5, 3
58, 0, -0.5, 2
59, 0, 0, 2
60, 0, 0.5, 2
61, 0, -0.5, 1
62, 0, 0, 1
63, 0, 0.5, 1
64, 0, -0.5, 0
65, 0, 0, 0
66, 0, 0.5, 0
67, 0.5, -0.5, 10
68, 0.5, 0, 10
69, 0.5, 0.5, 10
70, 0.5, -0.5, 9
71, 0.5, 0, 9
72, 0.5, 0.5, 9
73, 0.5, -0.5, 8
74, 0.5, 0, 8
75, 0.5, 0.5, 8
76, 0.5, -0.5, 7
77, 0.5, 0, 7
78, 0.5, 0.5, 7
79, 0.5, -0.5, 6
80, 0.5, 0, 6
81, 0.5, 0.5, 6
82, 0.5, -0.5, 5
83, 0.5, 0, 5
84, 0.5, 0.5, 5
85, 0.5, -0.5, 4
86, 0.5, 0, 4
87, 0.5, 0.5, 4
88, 0.5, -0.5, 3
89, 0.5, 0, 3
90, 0.5, 0.5, 3
91, 0.5, -0.5, 2
92, 0.5, 0, 2
93, 0.5, 0.5, 2
94, 0.5, -0.5, 1
95, 0.5, 0, 1
96, 0.5, 0.5, 1
97, 0.5, -0.5, 0
98, 0.5, 0, 0
99, 0.5, 0.5, 0
*Element, type=C3D8I
1, 34, 35, 38, 37, 1, 2, 5, 4
2, 35, 36, 39, 38, 2, 3, 6, 5
3, 37, 38, 41, 40, 4, 5, 8, 7
4, 38, 39, 42, 41, 5, 6, 9, 8
5, 40, 41, 44, 43, 7, 8, 11, 10
6, 41, 42, 45, 44, 8, 9, 12, 11
7, 43, 44, 47, 46, 10, 11, 14, 13
8, 44, 45, 48, 47, 11, 12, 15, 14
9, 46, 47, 50, 49, 13, 14, 17, 16
10, 47, 48, 51, 50, 14, 15, 18, 17
11, 49, 50, 53, 52, 16, 17, 20, 19
12, 50, 51, 54, 53, 17, 18, 21, 20
13, 52, 53, 56, 55, 19, 20, 23, 22
14, 53, 54, 57, 56, 20, 21, 24, 23
15, 55, 56, 59, 58, 22, 23, 26, 25
16, 56, 57, 60, 59, 23, 24, 27, 26
17, 58, 59, 62, 61, 25, 26, 29, 28
18, 59, 60, 63, 62, 26, 27, 30, 29
19, 61, 62, 65, 64, 28, 29, 32, 31
20, 62, 63, 66, 65, 29, 30, 33, 32
21, 67, 68, 71, 70, 34, 35, 38, 37
22, 68, 69, 72, 71, 35, 36, 39, 38
23, 70, 71, 74, 73, 37, 38, 41, 40
24, 71, 72, 75, 74, 38, 39, 42, 41
25, 73, 74, 77, 76, 40, 41, 44, 43
26, 74, 75, 78, 77, 41, 42, 45, 44
27, 76, 77, 80, 79, 43, 44, 47, 46
28, 77, 78, 81, 80, 44, 45, 48, 47
29, 79, 80, 83, 82, 46, 47, 50, 49
30, 80, 81, 84, 83, 47, 48, 51, 50
31, 82, 83, 86, 85, 49, 50, 53, 52
32, 83, 84, 87, 86, 50, 51, 54, 53
33, 85, 86, 89, 88, 52, 53, 56, 55
34, 86, 87, 90, 89, 53, 54, 57, 56
35, 88, 89, 92, 91, 55, 56, 59, 58
36, 89, 90, 93, 92, 56, 57, 60, 59
37, 91, 92, 95, 94, 58, 59, 62, 61
38, 92, 93, 96, 95, 59, 60, 63, 62
39, 94, 95, 98, 97, 61, 62, 65, 64
40, 95, 96, 99, 98, 62, 63, 66, 65
*Nset, nset=ASSEMBLY_PART-1-1__PICKEDSET4
1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16
17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32
33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48
49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64
65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80
81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96
97, 98, 99
*Elset, elset=ASSEMBLY_PART-1-1__PICKEDSET4
1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16
17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32
33, 34, 35, 36, 37, 38, 39, 40
*solidsection, elset=ASSEMBLY_PART-1-1__PICKEDSET4, material=MATERIAL-1

**
** Assembly Nsets
**
*Nset, nset=ASSEMBLY_SET-1
1, 2, 3, 34, 35, 36, 67, 68, 69
*Nset, nset=ASSEMBLY_SET-2
31, 32, 33, 64, 65, 66, 97, 98, 99
*nset, nset=all_retained_nodes, unsorted
1, 2, 3, 34, 35, 36, 67, 68, 69
31, 32, 33, 64, 65, 66, 97, 98, 99
*material, name=MATERIAL-1
*density
1., 
*elastic
100000., 0.1
*Step, name=Step-1, perturbation
*frequency, eigensolver=LANCZOS, normalization=DISPLACEMENT
12, , , , , 
*boundary
ASSEMBLY_SET-1, 1, 1
ASSEMBLY_SET-1, 2, 2
ASSEMBLY_SET-1, 3, 3
*boundary
ASSEMBLY_SET-2, 1, 1
ASSEMBLY_SET-2, 2, 2
ASSEMBLY_SET-2, 3, 3
*restart, write, frequency=0
*output, field, variable=PRESELECT
*endstep
*step, name=sub_generate
*substructure generate, type=z1, overwrite,recovery matrix=yes, mass matrix=yes,grav=yes
**
**
*boundary, op=new
*RETAINED NODAL DOFS,sorted=no
All_retained_nodes,
** *Retained Eigenmodes,generate
*SELECT EIGENMODES 
1,12,1
*substructure load case, name=C31_1
*cload
31,1,1.0
*substructure load case, name=C31_2
*cload
31,2,1.0
*substructure load case, name=C31_3
*cload
31,3,1.0
*substructure load case, name=C32_1
*cload
32,1,1.0
*substructure load case, name=C32_2
*cload
32,2,1.0
*substructure load case, name=C32_3
*cload
32,3,1.0
*substructure load case, name=C33_1
*cload
33,1,1.0
*substructure load case, name=C33_2
*cload
33,2,1.0
*substructure load case, name=C33_3
*cload
33,3,1.0
*substructure load case, name=C64_1
*cload
64,1,1.0
*substructure load case, name=C64_2
*cload
64,2,1.0
*substructure load case, name=C64_3
*cload
64,3,1.0
*substructure load case, name=C65_1
*cload
65,1,1.0
*substructure load case, name=C65_2
*cload
65,2,1.0
*substructure load case, name=C65_3
*cload
65,3,1.0
*substructure load case, name=C66_1
*cload
66,1,1.0
*substructure load case, name=C66_2
*cload
66,2,1.0
*substructure load case, name=C66_3
*cload
66,3,1.0
*substructure load case, name=C97_1
*cload
97,1,1.0
*substructure load case, name=C97_2
*cload
97,2,1.0
*substructure load case, name=C97_3
*cload
97,3,1.0
*substructure load case, name=C98_1
*cload
98,1,1.0
*substructure load case, name=C98_2
*cload
98,2,1.0
*substructure load case, name=C98_3
*cload
98,3,1.0
*substructure load case, name=C99_1
*cload
99,1,1.0
*substructure load case, name=C99_2
*cload
99,2,1.0
*substructure load case, name=C99_3
*cload
99,3,1.0
**
**
***substructure matrix output, stiffness=yes,mass=yes, recovery=no,grav=yes
*end step