*HEADING
cube: C3D8; fixed time inc; cyclic displacement loading
and fixed Fourier terms
*NODE,NSET=NALL
1,0,0
2,1,0
3,1,1
4,0,1
5,0,0,1
6,1,0,1
7,1,1,1
8,0,1,1
*ELEMENT,TYPE=C3D8,ELSET=EALL
1,1,2,3,4,5,6,7,8
*SOLID SECTION, ELSET=EALL, MATERIAL=STEEL
1
*MATERIAL,NAME=STEEL
*ELASTIC
60000.0 , 0.33
*PLASTIC,HARDENING=KINEMATIC
  62   ,  0  ,   20
 382.1 , .1  ,   20
  45   ,  0  ,  100
 305.1 , .1  ,  100
  32   ,  0  ,  150
 202.1 , .1  ,  150
  28   ,  0  ,  200
 163   , .1  ,  200
  26   ,  0  ,  250
 116   , .1  ,  250
  17   ,  0  ,  300
  92   , .1  ,  300
*BOUNDARY
1,1,3
2,1,3
3,1,3
4,1,3
*MPC
tie,6,5
tie,7,5
tie,8,5
*AMPLITUDE,NAME=AMP
0,0 , 10,1 ,30,-1 , 40,0
*STEP,INC=1000
*DIRECT CYCLIC
.25,40,,,41,41,5,10
*BOUNDARY,AMP=AMP
5,3,3,0.01
*print,freq=20
*NODE print
RF
U
*el print
E
PEEQ
*OUTPUT,FIELD,FREQ=1,var=preselect
*output,history,freq=1
*element output,elset=eall
s
e
pe
*node output,nset=nall
u
rf
*END STEP