*HEADING
360 DEGREES MODEL CORRESPONDING TO 1X2 MESH OF CPE4R ELEMENTS
ELEMENT TESTED      : CPE4R
FOR COMPARISON WITH CYCLIC SYMMETRY MODEL:CYCLICSYM_CPE4R_CL_SS.INP
*PREPRINT, ECHO=YES, MODEL=YES, HISTORY=YES
*NODE,NSET=NALL
      1,        -12.5,      21.6506
      2,     -21.6506,         12.5
      3,     -8.66025,           5.
      4,          -5.,      8.66025
      5,         -20.,       34.641
      6,      -34.641,          20.
      7,         -25.,  6.39488E-15
      8,         -10.,  1.42109E-15
      9,         -40.,  1.13687E-14
     10,     -21.6506,        -12.5
     11,     -8.66025,          -5.
     12,      -34.641,         -20.
     13,        -12.5,     -21.6506
     14,          -5.,     -8.66025
     15,         -20.,      -34.641
     16,           0.,         -25.
     17,           0.,         -10.
     18,           0.,         -40.
     19,         12.5,     -21.6506
     20,           5.,     -8.66025
     21,          20.,      -34.641
     22,      21.6506,        -12.5
     23,      8.66025,          -5.
     24,       34.641,         -20.
     25,          25.,           0.
     26,          10.,           0.
     27,          40.,           0.
     28,      21.6506,         12.5
     29,      8.66025,           5.
     30,       34.641,          20.
     31,         12.5,      21.6506
     32,           5.,      8.66025
     33,          20.,       34.641
     34,           0.,          25.
     35,           0.,          10.
     36,           0.,          40.
*ELEMENT, TYPE=CPE4R
1, 1, 2, 3, 4
2, 2, 1, 5, 6
3, 2, 7, 8, 3
4, 7, 2, 6, 9
5,  7, 10, 11,  8
6, 10,  7,  9, 12
7, 10, 13, 14, 11
8, 13, 10, 12, 15
9, 13, 16, 17, 14
10, 16, 13, 15, 18
11, 16, 19, 20, 17
12, 19, 16, 18, 21
13, 19, 22, 23, 20
14, 22, 19, 21, 24
15, 22, 25, 26, 23
16, 25, 22, 24, 27
17, 25, 28, 29, 26
18, 28, 25, 27, 30
19, 28, 31, 32, 29
20, 31, 28, 30, 33
21, 31, 34, 35, 32
22, 34, 31, 33, 36
23, 34,  1,  4, 35
24,  1, 34, 36,  5
*ELSET, ELSET=EALL, GENERATE
1,24,1
*NSET, NSET=NBC
3,  4,  8, 11, 14, 17, 20, 23, 26, 29, 32, 35
*SOLID SECTION, ELSET=EALL,MATERIAL=MAT
1., 
*MATERIAL,NAME=MAT
*ELASTIC
10E8,0.3
*DENSITY
100,
*SURFACE,NAME=SURF1
1, S1 
*SURFACE,NAME=SURF3
3, S1 
*SURFACE,NAME=SURF5
5, S1 
*SURFACE,NAME=SURF7
7, S1 
*SURFACE,NAME=SURF9
9, S1 
*SURFACE,NAME=SURF11
11, S1 
*SURFACE,NAME=SURF13
13, S1 
*SURFACE,NAME=SURF15
15, S1 
*SURFACE,NAME=SURF17
17, S1 
*SURFACE,NAME=SURF19
19, S1 
*SURFACE,NAME=SURF21
21, S1 
*SURFACE,NAME=SURF23
23, S1
*** 
*SURFACE,NAME=SURF2
2, S3
*SURFACE,NAME=SURF4
4, S3
*SURFACE,NAME=SURF6
6, S3
*SURFACE,NAME=SURF8
8, S3
*SURFACE,NAME=SURF10
10, S3
*SURFACE,NAME=SURF12
12, S3
*SURFACE,NAME=SURF14
14, S3
*SURFACE,NAME=SURF16
16, S3
*SURFACE,NAME=SURF18
18, S3
*SURFACE,NAME=SURF20
20, S3
*SURFACE,NAME=SURF22
22, S3
*SURFACE,NAME=SURF24
24, S3
*NSET,NSET=LOAD1
5
*NSET,NSET=LOAD2,GEN
6,36,3
*NSET,NSET=LOAD
LOAD1,LOAD2
*TRANSFORM,NSET=LOAD,TYPE=C
0.,0.,0.,0.,0.,1.
*BOUNDARY
NBC,1,2
*STEP,NLGEOM
*STATIC
0.5,1.0
*CLOAD
LOAD,1,1.0e5
*OUTPUT, FIELD, FREQUENCY=2
*NODE OUTPUT,NSET=NALL
U
*NODE PRINT
U
*END STEP
*STEP
*FREQUENCY,EIGENSOLVER=LANCZOS, SIM=NO
21,
*OUTPUT, FIELD, FREQUENCY=0
*END STEP
*step
*steady state dynamics
100.
*modal damping
1,21,0.01
*SELECT EIGENMODES, GENERATE
1,21,1
*cload,load case=1
5,1,  1.5e8
6,1,  1.5e8
9,1,  0.0
12,1,-1.5e8
15,1,-1.5e8
18,1, 0.0
21,1, 1.5e8
24,1, 1.5e8
27,1, 0.0
30,1,-1.5e8
33,1,-1.5e8
36,1, 0.0
*cload,load case=2
5,1,  0.8660254e8
6,1, -0.8660254e8
9,1, -1.7320508e8
12,1,-0.8660254e8
15,1, 0.8660254e8
18,1, 1.7320508e8
21,1, 0.8660254e8
24,1,-0.8660254e8
27,1,-1.7320508e8
30,1,-0.8660254e8
33,1, 0.8660254e8
36,1, 1.7320508e8
*modal print
gu
*node print
u
*OUTPUT, FIELD
*NODE OUTPUT,NSET=NALL
U
*end step
*step
*steady state dynamics
100.
*modal damping
1,21,0.01
*SELECT EIGENMODES, GENERATE
1,21,1
*dload,load case=1
1,cent,6.3e6, 0., 0., 0., 0., 0., 1.
3,cent,5.45596e6, 0., 0., 0., 0., 0., 1.
5,cent,3.15e6, 0., 0., 0., 0., 0., 1.
9,cent,-3.15e6, 0., 0., 0., 0., 0., 1.
11,cent,-5.45596e6, 0., 0., 0., 0., 0., 1.
13,cent,-6.3e6, 0., 0., 0., 0., 0., 1.
15,cent,-5.45596e6, 0., 0., 0., 0., 0., 1.
17,cent,-3.15e6, 0., 0., 0., 0., 0., 1.
21,cent,3.15e6, 0., 0., 0., 0., 0., 1.
23,cent,5.45596e6, 0., 0., 0., 0., 0., 1.
*dload,load case=2
3,cent,-3.15e6, 0., 0., 0., 0., 0., 1.
5,cent,-5.45596e6, 0., 0., 0., 0., 0., 1.
7,cent,-6.3e6, 0., 0., 0., 0., 0., 1.
9,cent,-5.45596e6, 0., 0., 0., 0., 0., 1.
11,cent,-3.15e6, 0., 0., 0., 0., 0., 1.
15,cent,3.15e6, 0., 0., 0., 0., 0., 1.
17,cent,5.45596e6, 0., 0., 0., 0., 0., 1.
19,cent,6.3e6, 0., 0., 0., 0., 0., 1.
21,cent,5.45596e6, 0., 0., 0., 0., 0., 1.
23,cent,3.15e6, 0., 0., 0., 0., 0., 1.
*dload,load case=1
2,cent,6.3e6, 0., 0., 0., 0., 0., 1.
4,cent,5.45596e6, 0., 0., 0., 0., 0., 1.
6,cent,3.15e6, 0., 0., 0., 0., 0., 1.
10,cent,-3.15e6, 0., 0., 0., 0., 0., 1.
12,cent,-5.45596e6, 0., 0., 0., 0., 0., 1.
14,cent,-6.3e6, 0., 0., 0., 0., 0., 1.
16,cent,-5.45596e6, 0., 0., 0., 0., 0., 1.
18,cent,-3.15e6, 0., 0., 0., 0., 0., 1.
22,cent,3.15e6, 0., 0., 0., 0., 0., 1.
24,cent,5.45596e6, 0., 0., 0., 0., 0., 1.
*dload,load case=2
4,cent,-3.15e6, 0., 0., 0., 0., 0., 1.
6,cent,-5.45596e6, 0., 0., 0., 0., 0., 1.
8,cent,-6.3e6, 0., 0., 0., 0., 0., 1.
10,cent,-5.45596e6, 0., 0., 0., 0., 0., 1.
12,cent,-3.15e6, 0., 0., 0., 0., 0., 1.
16,cent,3.15e6, 0., 0., 0., 0., 0., 1.
18,cent,5.45596e6, 0., 0., 0., 0., 0., 1.
20,cent,6.3e6, 0., 0., 0., 0., 0., 1.
22,cent,5.45596e6, 0., 0., 0., 0., 0., 1.
24,cent,3.15e6, 0., 0., 0., 0., 0., 1.
*****
*cload,load case=1
5,1,  1.0e8
6,1,  0.8660254e8
9,1,  0.5e8
12,1, 0.0
15,1,-0.5e8
18,1,-0.8660254e8
21,1,-1.0e8
24,1,-0.8660254e8
27,1,-0.5e8
30,1, 0.0
33,1, 0.5e8
36,1, 0.8660254e8
*cload,load case=2
5,1,  0.0
6,1, -0.5e8
9,1, -0.8660254e8
12,1,-1.0e8
15,1,-0.8660254e8
18,1,-0.5e8
21,1, 0.0
24,1, 0.5e8
27,1, 0.8660254e8
30,1, 1.0e8
33,1, 0.8660254e8
36,1, 0.5e8
*modal print
gu
*node print
u
*OUTPUT, FIELD
*NODE OUTPUT,NSET=NALL
U
*end step