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test: onboard quad 02 phase1 reference

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2026-05-04 12:34:39 +09:00
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references/quad_02_phase1.inp
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** FESA Phase 1 normalized derivative of references/quad_02.inp
** Original source: Abaqus/CAE Learning Edition 2024, job quad_02.
** Paired displacement reference: references/quad_02_displacements.csv.
** Unit system: self-consistent source units; FESA does not enforce unit conversion.
** Normalization policy:
** - Preserve original node ids, element ids, S4 connectivity, material E/nu,
** shell thickness, fixed node set, concentrated load node, and load value.
** - Remove unsupported Abaqus/CAE scaffolding: Part, Assembly, Instance,
** Density, Restart, Output, and Step increment parameters.
*Node
1, 10., 0., 0.
2, 0., 0., 0.
3, 0., -10., 0.
4, 10., -10., 0.
5, -10., 0., 0.
6, -10., -10., 0.
7, 0., 10., 0.
8, -10., 10., 0.
9, 10., 10., 0.
10, 8., 0., 0.
11, 6., 0., 0.
12, 4., 0., 0.
13, 2., 0., 0.
14, 0., -2., 0.
15, 0., -4., 0.
16, 0., -6., 0.
17, 0., -8., 0.
18, 2., -10., 0.
19, 4., -10., 0.
20, 6., -10., 0.
21, 8., -10., 0.
22, 10., -8., 0.
23, 10., -6., 0.
24, 10., -4., 0.
25, 10., -2., 0.
26, -2., 0., 0.
27, -4., 0., 0.
28, -6., 0., 0.
29, -8., 0., 0.
30, -10., -2., 0.
31, -10., -4., 0.
32, -10., -6., 0.
33, -10., -8., 0.
34, -8., -10., 0.
35, -6., -10., 0.
36, -4., -10., 0.
37, -2., -10., 0.
38, 0., 2., 0.
39, 0., 4., 0.
40, 0., 6., 0.
41, 0., 8., 0.
42, -2., 10., 0.
43, -4., 10., 0.
44, -6., 10., 0.
45, -8., 10., 0.
46, -10., 8., 0.
47, -10., 6., 0.
48, -10., 4., 0.
49, -10., 2., 0.
50, 10., 2., 0.
51, 10., 4., 0.
52, 10., 6., 0.
53, 10., 8., 0.
54, 8., 10., 0.
55, 6., 10., 0.
56, 4., 10., 0.
57, 2., 10., 0.
58, 8., -2., 0.
59, 6., -2., 0.
60, 4., -2., 0.
61, 2., -2., 0.
62, 8., -4., 0.
63, 6., -4., 0.
64, 4., -4., 0.
65, 2., -4., 0.
66, 8., -6., 0.
67, 6., -6., 0.
68, 4., -6., 0.
69, 2., -6., 0.
70, 8., -8., 0.
71, 6., -8., 0.
72, 4., -8., 0.
73, 2., -8., 0.
74, -2., -2., 0.
75, -4., -2., 0.
76, -6., -2., 0.
77, -8., -2., 0.
78, -2., -4., 0.
79, -4., -4., 0.
80, -6., -4., 0.
81, -8., -4., 0.
82, -2., -6., 0.
83, -4., -6., 0.
84, -6., -6., 0.
85, -8., -6., 0.
86, -2., -8., 0.
87, -4., -8., 0.
88, -6., -8., 0.
89, -8., -8., 0.
90, -8., 2., 0.
91, -6., 2., 0.
92, -4., 2., 0.
93, -2., 2., 0.
94, -8., 4., 0.
95, -6., 4., 0.
96, -4., 4., 0.
97, -2., 4., 0.
98, -8., 6., 0.
99, -6., 6., 0.
100, -4., 6., 0.
101, -2., 6., 0.
102, -8., 8., 0.
103, -6., 8., 0.
104, -4., 8., 0.
105, -2., 8., 0.
106, 2., 2., 0.
107, 4., 2., 0.
108, 6., 2., 0.
109, 8., 2., 0.
110, 2., 4., 0.
111, 4., 4., 0.
112, 6., 4., 0.
113, 8., 4., 0.
114, 2., 6., 0.
115, 4., 6., 0.
116, 6., 6., 0.
117, 8., 6., 0.
118, 2., 8., 0.
119, 4., 8., 0.
120, 6., 8., 0.
121, 8., 8., 0.
*Element, type=S4, elset=all_elements
1, 1, 10, 58, 25
2, 10, 11, 59, 58
3, 11, 12, 60, 59
4, 12, 13, 61, 60
5, 13, 2, 14, 61
6, 25, 58, 62, 24
7, 58, 59, 63, 62
8, 59, 60, 64, 63
9, 60, 61, 65, 64
10, 61, 14, 15, 65
11, 24, 62, 66, 23
12, 62, 63, 67, 66
13, 63, 64, 68, 67
14, 64, 65, 69, 68
15, 65, 15, 16, 69
16, 23, 66, 70, 22
17, 66, 67, 71, 70
18, 67, 68, 72, 71
19, 68, 69, 73, 72
20, 69, 16, 17, 73
21, 22, 70, 21, 4
22, 70, 71, 20, 21
23, 71, 72, 19, 20
24, 72, 73, 18, 19
25, 73, 17, 3, 18
26, 2, 26, 74, 14
27, 26, 27, 75, 74
28, 27, 28, 76, 75
29, 28, 29, 77, 76
30, 29, 5, 30, 77
31, 14, 74, 78, 15
32, 74, 75, 79, 78
33, 75, 76, 80, 79
34, 76, 77, 81, 80
35, 77, 30, 31, 81
36, 15, 78, 82, 16
37, 78, 79, 83, 82
38, 79, 80, 84, 83
39, 80, 81, 85, 84
40, 81, 31, 32, 85
41, 16, 82, 86, 17
42, 82, 83, 87, 86
43, 83, 84, 88, 87
44, 84, 85, 89, 88
45, 85, 32, 33, 89
46, 17, 86, 37, 3
47, 86, 87, 36, 37
48, 87, 88, 35, 36
49, 88, 89, 34, 35
50, 89, 33, 6, 34
51, 5, 29, 90, 49
52, 29, 28, 91, 90
53, 28, 27, 92, 91
54, 27, 26, 93, 92
55, 26, 2, 38, 93
56, 49, 90, 94, 48
57, 90, 91, 95, 94
58, 91, 92, 96, 95
59, 92, 93, 97, 96
60, 93, 38, 39, 97
61, 48, 94, 98, 47
62, 94, 95, 99, 98
63, 95, 96, 100, 99
64, 96, 97, 101, 100
65, 97, 39, 40, 101
66, 47, 98, 102, 46
67, 98, 99, 103, 102
68, 99, 100, 104, 103
69, 100, 101, 105, 104
70, 101, 40, 41, 105
71, 46, 102, 45, 8
72, 102, 103, 44, 45
73, 103, 104, 43, 44
74, 104, 105, 42, 43
75, 105, 41, 7, 42
76, 2, 13, 106, 38
77, 13, 12, 107, 106
78, 12, 11, 108, 107
79, 11, 10, 109, 108
80, 10, 1, 50, 109
81, 38, 106, 110, 39
82, 106, 107, 111, 110
83, 107, 108, 112, 111
84, 108, 109, 113, 112
85, 109, 50, 51, 113
86, 39, 110, 114, 40
87, 110, 111, 115, 114
88, 111, 112, 116, 115
89, 112, 113, 117, 116
90, 113, 51, 52, 117
91, 40, 114, 118, 41
92, 114, 115, 119, 118
93, 115, 116, 120, 119
94, 116, 117, 121, 120
95, 117, 52, 53, 121
96, 41, 118, 57, 7
97, 118, 119, 56, 57
98, 119, 120, 55, 56
99, 120, 121, 54, 55
100, 121, 53, 9, 54
*Elset, elset=all_elements, generate
1, 100, 1
*Nset, nset=fixed_boundary
1, 3, 4, 5, 6, 7, 8, 9, 18, 19, 20, 21, 22, 23, 24, 25
30, 31, 32, 33, 34, 35, 36, 37, 42, 43, 44, 45, 46, 47, 48, 49
50, 51, 52, 53, 54, 55, 56, 57
*Nset, nset=load_node
2
*Material, name=material_1
*Elastic
7.0e10, 0.3
*Shell Section, elset=all_elements, material=material_1
1.0
*Boundary
fixed_boundary, 1, 6, 0.0
*Step, name=Step-1
*Static
*Cload
load_node, 3, -100000.0
*End Step