*HEADING
C3D10 elements with CENT load, case A,
**
*RESTART, WRITE, FREQUENCY=1
**
*NODE
1, -0.014, 0.15, 0.0015
2, -0.014, 0.177333, 0.0015
3, -0.014, 0.204667, 0.0015
4, -0.014, 0.232, 0.0015
5, -0.014, 0.259333, 0.0015
6, -0.014, 0.286667, 0.0015
7, -0.014, 0.314, 0.0015
8, -0.014, 0.341333, 0.0015
9, -0.014, 0.368667, 0.0015
10, -0.014, 0.396, 0.0015
11, -0.014, 0.423333, 0.0015
12, -0.014, 0.450667, 0.0015
13, -0.014, 0.478, 0.0015
14, 0., 0.15, 0.0015
15, 2.1684E-19, 0.177333, 0.0015
16, 0., 0.204667, 0.0015
17, 0., 0.232, 0.0015
18, 3.25261E-19, 0.259333, 0.0015
19, 5.42101E-19, 0.286667, 0.0015
20, 2.71051E-19, 0.314, 0.0015
21,-2.71051E-20, 0.341333, 0.0015
22, -1.6263E-19, 0.368667, 0.0015
23,-3.38813E-21, 0.396, 0.0015
24, 6.35275E-19, 0.423333, 0.0015
25, 1.75548E-19, 0.450667, 0.0015
26, 0., 0.478, 0.0015
27, 0.014, 0.15, 0.0015
28, 0.014, 0.177333, 0.0015
29, 0.014, 0.204667, 0.0015
30, 0.014, 0.232, 0.0015
31, 0.014, 0.259333, 0.0015
32, 0.014, 0.286667, 0.0015
33, 0.014, 0.314, 0.0015
34, 0.014, 0.341333, 0.0015
35, 0.014, 0.368667, 0.0015
36, 0.014, 0.396, 0.0015
37, 0.014, 0.423333, 0.0015
38, 0.014, 0.450667, 0.0015
39, 0.014, 0.478, 0.0015
40, -0.014, 0.15
41, -0.014, 0.177333
42, -0.014, 0.204667
43, -0.014, 0.232
44, -0.014, 0.259333
45, -0.014, 0.286667
46, -0.014, 0.314
47, -0.014, 0.341333
48, -0.014, 0.368667
49, -0.014, 0.396
50, -0.014, 0.423333
51, -0.014, 0.450667
52, -0.014, 0.478
53, 0., 0.15
54,-5.42101E-20, 0.204667
55, 4.06576E-20, 0.259333
56,-1.82959E-19, 0.314
57, 1.96512E-19, 0.368667
58,-3.54272E-19, 0.423333
59, 0., 0.478
60, 0.014, 0.15
61, 0.014, 0.177333
62, 0.014, 0.204667
63, 0.014, 0.232
64, 0.014, 0.259333
65, 0.014, 0.286667
66, 0.014, 0.314
67, 0.014, 0.341333
68, 0.014, 0.368667
69, 0.014, 0.396
70, 0.014, 0.423333
71, 0.014, 0.450667
72, 0.014, 0.478
73, -0.014, 0.15, -0.0015
74, -0.014, 0.177333, -0.0015
75, -0.014, 0.204667, -0.0015
76, -0.014, 0.232, -0.0015
77, -0.014, 0.259333, -0.0015
78, -0.014, 0.286667, -0.0015
79, -0.014, 0.314, -0.0015
80, -0.014, 0.341333, -0.0015
81, -0.014, 0.368667, -0.0015
82, -0.014, 0.396, -0.0015
83, -0.014, 0.423333, -0.0015
84, -0.014, 0.450667, -0.0015
85, -0.014, 0.478, -0.0015
86, 0., 0.15, -0.0015
87, 2.1684E-19, 0.177333, -0.0015
88, 0., 0.204667, -0.0015
89, 0., 0.232, -0.0015
90, 3.25261E-19, 0.259333, -0.0015
91, 5.42101E-19, 0.286667, -0.0015
92, 2.71051E-19, 0.314, -0.0015
93,-2.71051E-20, 0.341333, -0.0015
94, -1.6263E-19, 0.368667, -0.0015
95,-3.38813E-21, 0.396, -0.0015
96, 6.35275E-19, 0.423333, -0.0015
97, 1.75548E-19, 0.450667, -0.0015
98, 0., 0.478, -0.0015
99, 0.014, 0.15, -0.0015
100, 0.014, 0.177333, -0.0015
101, 0.014, 0.204667, -0.0015
102, 0.014, 0.232, -0.0015
103, 0.014, 0.259333, -0.0015
104, 0.014, 0.286667, -0.0015
105, 0.014, 0.314, -0.0015
106, 0.014, 0.341333, -0.0015
107, 0.014, 0.368667, -0.0015
108, 0.014, 0.396, -0.0015
109, 0.014, 0.423333, -0.0015
110, 0.014, 0.450667, -0.0015
111, 0.014, 0.478, -0.0015
**
**
*ELEMENT, TYPE=C3D10, ELSET=EALL
1, 1, 27, 73, 3, 14, 53, 40,
2, 15, 41
2, 99, 73, 27, 101, 86, 53, 60,
100, 87, 61
3, 29, 3, 101, 27, 16, 54, 62,
28, 15, 61
4, 75, 101, 3, 73, 88, 54, 42,
74, 87, 41
5, 3, 27, 73, 101, 15, 53, 41,
54, 61, 87
6, 29, 101, 3, 31, 62, 54, 16,
30, 63, 17
7, 75, 3, 101, 77, 42, 54, 88,
76, 43, 89
8, 5, 77, 31, 3, 44, 55, 18,
4, 43, 17
9, 103, 31, 77, 101, 64, 55, 90,
102, 63, 89
10, 3, 31, 101, 77, 17, 63, 54,
43, 55, 89
11, 5, 31, 77, 7, 18, 55, 44,
6, 19, 45
12, 103, 77, 31, 105, 90, 55, 64,
104, 91, 65
13, 33, 7, 105, 31, 20, 56, 66,
32, 19, 65
14, 79, 105, 7, 77, 92, 56, 46,
78, 91, 45
15, 7, 31, 77, 105, 19, 55, 45,
56, 65, 91
16, 33, 105, 7, 35, 66, 56, 20,
34, 67, 21
17, 79, 7, 105, 81, 46, 56, 92,
80, 47, 93
18, 9, 81, 35, 7, 48, 57, 22,
8, 47, 21
19, 107, 35, 81, 105, 68, 57, 94,
106, 67, 93
20, 7, 35, 105, 81, 21, 67, 56,
47, 57, 93
21, 9, 35, 81, 11, 22, 57, 48,
10, 23, 49
22, 107, 81, 35, 109, 94, 57, 68,
108, 95, 69
23, 37, 11, 109, 35, 24, 58, 70,
36, 23, 69
24, 83, 109, 11, 81, 96, 58, 50,
82, 95, 49
25, 11, 35, 81, 109, 23, 57, 49,
58, 69, 95
26, 37, 109, 11, 39, 70, 58, 24,
38, 71, 25
27, 83, 11, 109, 85, 50, 58, 96,
84, 51, 97
28, 13, 85, 39, 11, 52, 59, 26,
12, 51, 25
29, 111, 39, 85, 109, 72, 59, 98,
110, 71, 97
30, 11, 39, 109, 85, 25, 71, 58,
51, 59, 97
**
** eall
**
*SOLID SECTION, ELSET=EALL, MATERIAL=BEAM
**
** beam
** Date: 15-Apr-96 Time: 11:06:03
**
*MATERIAL, NAME=BEAM
**
*DENSITY
7850.,
**
*ELASTIC, TYPE=ISO
2.17E+11, 0.3
**
*BOUNDARY
1, 1,3
14, 1,3
27, 1,3
40, 1,3
53, 1,3
60, 1,3
73, 1,3
86, 1,3
99, 1,3
** step 1,Default
**
*STEP, NLGEOM
This load case is the default load case that always appears
*FREQUENCY, eigensolver=lanczos
1, , ,
**
** fixed
**
**
*NODE PRINT, FREQ=1
U,
*NODE FILE, FREQ=1
U,
**
*OUTPUT,FIELD,FREQ=1
*NODE OUTPUT
U,
**
*EL PRINT, POSITION=INTEGRATION POINT, FREQ=1
S,
E,
*END STEP
**
** step 2,Default
**
*STEP, AMPLITUDE=RAMP, INC=10, NLGEOM
This load case is the default load case that always appears (2)
*STATIC
1., 1.
*DLOAD
EALL,CENT,1.936918E8,0.,0.,0.,0.,0.,1.
**** Direct Text Input End ****
**
**
*NODE PRINT, FREQ=1
U,
*NODE FILE, FREQ=1
U,
**
*OUTPUT,FIELD,FREQ=1
*NODE OUTPUT
U,
**
*EL PRINT, POSITION=INTEGRATION POINT, FREQ=1
S,
E,
*END STEP
**
** step 3,Default
**
*STEP, NLGEOM
This load case is the default load case that always appears (3)
*FREQUENCY, eigensolver=lanczos
1, , ,
*NODE PRINT, FREQ=1
U,
*NODE FILE, FREQ=1
U,
**
*OUTPUT,FIELD,FREQ=1
*NODE OUTPUT
U,
**
*EL PRINT, POSITION=INTEGRATION POINT, FREQ=1
S,
E,
*END STEP
**
** step 4,Default
**
*STEP, AMPLITUDE=RAMP, INC=10, NLGEOM
This load case is the default load case that always appears (4)
*STATIC
1., 1.
*DLOAD
EALL,CENT,7.747675E8,0.,0.,0.,0.,0.,1.
**** Direct Text Input End ****
**
**
*NODE PRINT, FREQ=1
U,
*NODE FILE, FREQ=1
U,
**
*OUTPUT,FIELD,FREQ=1
*NODE OUTPUT
U,
**
*EL PRINT, POSITION=INTEGRATION POINT, FREQ=1
S,
E,
*END STEP
**
** step 5,Default
**
*STEP, NLGEOM
This load case is the default load case that always appears (5)
*FREQUENCY, eigensolver=lanczos
1, , ,
*NODE PRINT, FREQ=1
U,
*NODE FILE, FREQ=1
U,
**
*OUTPUT,FIELD,FREQ=1
*NODE OUTPUT
U,
**
*EL PRINT, POSITION=INTEGRATION POINT, FREQ=1
S,
E,
*END STEP
**
** step 6,Default
**
*STEP, AMPLITUDE=RAMP, INC=10, NLGEOM
This load case is the default load case that always appears (6)
*STATIC
0.1, 1.
*DLOAD
EALL,CENT,1.743227E9,0.,0.,0.,0.,0.,1.
**** Direct Text Input End ****
**
**
*NODE PRINT, FREQ=1
U,
*NODE FILE, FREQ=1
U,
**
*OUTPUT,FIELD,FREQ=1
*NODE OUTPUT
U,
**
*EL PRINT, POSITION=INTEGRATION POINT, FREQ=1
S,
E,
*END STEP
**
** step 7,Default
**
*STEP, NLGEOM
This load case is the default load case that always appears (7)
*FREQUENCY, eigensolver=lanczos
1, , ,
*NODE PRINT, FREQ=1
U,
*NODE FILE, FREQ=1
U,
**
*OUTPUT,FIELD,FREQ=1
*NODE OUTPUT
U,
**
*EL PRINT, POSITION=INTEGRATION POINT, FREQ=1
S,
E,
*END STEP