*heading
	cpe4 element under uniaxial tension
        INITIAL CONDITIONS AND ORIENTATION OF PEEQ AND ALPHA VERIFIED
*node, nset=nall
*element,type=cpe4,elset=block
*solid section, elset=block, material=steel,orientation=rotate
1,
*material, name=steel
*elastic
200.E3,0
*plastic, hardening=combined, data type=parameters
200., 2.222e4, 34.65, 0., 0.,
*cyclic hardening, parameters
*orientation,definition=coordinates,name=rotate
*boundary
1,1,2
4,1,1
*rest,w
*initial conditions, type=hardening
1,1.e-2,,300.
**step 1 tension***
*step,inc=20
*static, direct
1., 20.
*boundary
2,1,1,0.04
3,1,1,0.04
*el print
s,
sinv,
e,
ep,
ee,
eep,
pe,
pep,
alpha,
pener,
*node print
u,rf
*el file,freq=10
s,
sinv,
e,
ep,
ee,
eep,
pe,
pep,
alpha,
*end step