*HEADING
SYMMETRIC STRAIN CYCLIC TEST, COPPER      
*PREPRINT, MODEL=YES
*RESTART,WRITE
*NODE, Nset=NALL
1,
2,1.,
*ELEMENT,TYPE=PIPE31,ELSET=EALL
1,1,2,
*BEAM SECTION,SECTION=PIPE,ELSET=EALL,MATERIAL=COPPER
1.01,0.02,
*MATERIAL,NAME=COPPER
*ELASTIC
104.E3,0.3
*PLASTIC,HARD=COMBINED,DATA TYPE=STABILIZED
*INCLUDE,INPUT=cyclictests_kinematic.inp
*CYCLIC HARDENING
13.,0.000
13.,0.0068
29.37,.034
50.13,.0612
63.91,.0884
73.01,.1156
80.76,.1428
86.25,.1700
90.498,.1972
93.95,.2244
96.155,.2516
*BOUNDARY
1,1,6
*AMPLITUDE,NAME=CYCLE
 0.0, 0.0, 5.0, 1.0,15.0,-1.0,25.0, 1.0,
 35.0,-1.0,45.0, 1.0,55.0,-1.0,65.0, 1.0,
 75.0,-1.0,85.0, 1.0,95.0,-1.0,105.0, 1.0,
115.0,-1.0,125.0, 1.0,135.0,-1.0,145.0, 1.0,
155.0,-1.0,165.0, 1.0,175.0,-1.0,185.0, 1.0
**
*STEP,INC=1000
*STATIC,DIRECT
0.5,185.
*BOUNDARY,AMP=CYCLE
2,1,1,.0075
*EL PRINT,F=74
S, 
SINV, 
E, 
EP, 
EE, 
EEP, 
PE, 
PEP, 
ALPHA, 
PENER, 
*NODE PRINT,F=74
U, 
RF, 
*OUTPUT,FIELD, OP=ADD,Frequency=74
*ELEMENT OUTPUT
S, 
SINV, 
E,EP
EE,EEP
PE,PEP
ALPHA,
*NODE OUTPUT
U, 
RF, 
*OUTPUT,HISTORY,OP=ADD,Frequency=1
*ELEMENT OUTPUT, ELSET=EALL
S, 
SINV, 
E,EP
EE,EEP
PE,PEP
ALPHA,
*NODE OUTPUT, NSET=NALL
U, 
RF, 
*END STEP