*HEADING
NOTCHED BEAM UNDER CYCLIC LOADING     
*INCLUDE,INPUT=cyclicnotchedbeam_mesh.inp
*SOLID SECTION,ELSET=ELALL,MATERIAL=MAT
*MATERIAL,NAME=MAT
*ELASTIC
2.1E5,.3
*PLASTIC,HARDENING=COMBINED,DATA TYPE=PARAMETERS
200.,25500.,81.
*CYCLIC HARDENING,PARAMETERS
200.,2000.,.26
*INITIAL CONDITIONS,TYPE=HARDENING
ELALL,.43,128.,-181.,53.
*BOUNDARY
PIVOT,2
XSYM,1
*AMPLITUDE,NAME=AMP
0.,1.,1.,0.,2.,1.,3.,0.,
4.,1.,5.,0.,6.,1.
*RESTART,WRITE,FREQ=1
*STEP
first loading
*STATIC
.125,1.,,.125
*CLOAD, OP=NEW
2210,2,675.
*NODE FILE,FREQ=8
U, 
*EL FILE,ELSET=REFINE,FREQ=8
S,E,PE,ALPHA
*OUTPUT,FIELD,FREQ=8
*NODE OUTPUT
U, 
*OUTPUT,HISTORY,FREQ=1
*ELEMENT OUTPUT,ELSET=REFINE
S,E,PE,ALPHA
*NODE PRINT,FREQ=0
*EL PRINT,FREQ=0
*END STEP
*STEP
additional unloadings and loadings
*STATIC
.125,6.,,.125
*CLOAD,OP=NEW,AMPLITUDE=AMP
2210,2,675.
*END STEP