*HEADING
: PLATE BENDING PATCH TEST  [S9R5]
*NODE,NSET=ALL
 1, 0.00000D+00 ,0.00000D+00
 2, 0.12000D+00 ,0.00000D+00
 3, 0.24000D+00 ,0.00000D+00
 4, 0.24000D+00 ,0.60000D-01
 5, 0.24000D+00 ,0.12000D+00
 6, 0.12000D+00 ,0.12000D+00
 7, 0.00000D+00 ,0.12000D+00
 8, 0.00000D+00 ,0.60000D-01
 9, 0.35000D-01 ,0.17500D-01
10, 0.21500D+00 ,0.15000D-01
11, 0.21000D+00 ,0.11250D+00
12, 0.25000D-01 ,0.11000D+00
13, 0.70000D-01 ,0.35000D-01
14, 0.13000D+00 ,0.32500D-01
15, 0.19000D+00 ,0.30000D-01
16, 0.18500D+00 ,0.67500D-01
17, 0.18000D+00 ,0.10500D+00
18, 0.11500D+00 ,0.10250D+00
19, 0.50000D-01 ,0.10000D+00
20, 0.60000D-01 ,0.67500D-01
21, 0.12500D+00 ,0.16250D-01
22, 0.12250D+00 ,0.67500D-01
23, 0.21250D+00 ,0.63750D-01
24, 0.11750D+00 ,0.11125D+00
25, 0.30000D-01 ,0.63750D-01
*ELEMENT,TYPE=S9R5, ELSET=EALL
    1,     1,     3,    15,    13,     2,    10,    14,     9,    21
    2,    13,    15,    17,    19,    14,    16,    18,    20,    22
    3,    15,     3,     5,    17,    10,     4,    11,    16,    23
    4,    19,    17,     5,     7,    18,    11,     6,    12,    24
    5,     1,    13,    19,     7,     9,    20,    12,     8,    25
*MATERIAL,NAME=MAT
*ELASTIC
 1.0E6,0.25
*SHELL SECTION, ELSET=EALL, MATERIAL=MAT
 0.001,3
*STEP,PERTURBATION
*STATIC
*BOUNDARY
ALL,1,2
1,3,,0.0
1,4,,0.0
1,5,,0.0
1,6,,0.0
2,3,,0.00000720
2,4,,0.00006000
2,5,,-0.0001200
2,6,,0.0
3,3,,0.00002880
3,4,,0.0001200
3,5,,-0.0002400
3,6,,0.0
4,3,,0.0000378
4,4,,0.0001800
4,5,,-0.0002700
4,6,,0.0
5,3,,0.0000504
5,4,,0.00024
5,5,,-0.000300
5,6,,0.0
6,3,,0.0000216
6,4,,0.00018000
6,5,,-0.0001800
6,6,,0.0
7,3,,0.0000072
7,4,,0.00012
7,5,,-0.00006
7,6,,0.0
8,3,,0.0000018
8,4,,0.000060
8,5,,-0.0000300
8,6,,0.0
*NODE PRINT,FREQ=0
*OUTPUT,FIELD
*ELEMENT OUTPUT
S,
*EL PRINT
 S,
*END STEP