*heading
*restart,write
*NODE,system=c
1,10,0
101,20,0
111,20,90
11,10,90
**
10000,0,0
10001,0,0
*ngen,line=c,nset=ID,system=rc
1,11,5,,0,0
*ngen,line=c,nset=OD,system=rc
101,111,5,,0,0
*nfill
ID,OD,4,25
*element,type=cpe4
1,1,26,31,6
*elgen,elset=eall
1,4,25,1,2,5,4
*SOLID SECTION,ELSET=eall,MATERIAL=MAT
1., 
*MATERIAL,NAME=MAT
*ELASTIC
10.,0.3
*density
1.e2, 
*BOUNDARY
ID,1,2
*NSET,NSET=down,generate
1,101,25
*NSET,NSET=up,generate
11,111,25
*NSET,NSET=down1
101, 
*NSET,NSET=up1
111, 
*MPC
CYCLSYM,down,up
**CYCLSYM,1,11
**CYCLSYM,26,36
**CYCLSYM,51,61
**CYCLSYM,76,86
**CYCLSYM,101,111
**CYCLSYM,down1,up1
**
*STEP,inc=10000
**STEP,PERT
**STATIC
**1,1
*DYNAMIC
0.01,1
*cload
106,1,1.e2
*NODE FILE
U, 
*OUTPUT,FIELD
*NODE OUTPUT
U,
*END STEP