*heading
 ANISOTROPIC HYPERELASTIC, kaliske
 Uniaxial test, displacement control
 results agree with those from Explicit
*preprint, model=yes
*node,nset=all
 11,
 12,1.
 13,1.,1.,
 14,0.,1.,
 15,0.,0.,1.
 16,1.,0.,1.
 17,1.,1.,1.
 18,0.,1.,1.
*nset,nset=face11
 11,12,13,14
*nset,nset=face12
 15,16,17,18
*nset,nset=face13
 11,12,15,16
*nset,nset=face14
 13,16,17
*nset,nset=face15
 13,14,17,18
*nset,nset=face16
 14,11,18,15
*nset, nset=ndisp1
 12
*element,type=c3d8,elset=c3d
 1,11,12,13,14,15,16,17,18
*elset,elset=solid
 c3d
*elset,elset=eall
 solid
*elset, elset = QA_TEST
 eall,
*nset, nset=QA_TEST
17
**
*orientation,name=ori-1,local directions=2
 1.0,0.0,0.0,0.0,1.0,0.0
 3,0.0
 0.643055,0.76582,0.0
 0.643055,-0.76582,0.0
**
*solid section,elset=solid,material=kaliske,orientation=ori-1
 1.0,
**
*parameter
 density=1.0e3
d= 1.e-11
a1= 0.4e9
a2= 0.0
a3= 0.0
b1= 0.2e9
b2= 0.0
b3= 0.0
c2= 0.0
c3= 1.0e9
c4= 0.0
c5= 0.0
c6= 0.0
d2= 0.3e9
d3= 0.0
d4= 0.0
d5= 0.0
d6= 0.0
e2= 0.5e9
e3= 0.0
e4= 0.0
e5= 0.0
e6= 0.0
f2= 0.0
f3= 1.0e9
f4= 0.0
f5= 0.0
f6= 0.0
g2= 0.7e8
g3= 0.0
g4= 0.0
g5= 0.0
g6= 0.0
**
*material,name=kaliske
*density
 <density>
*anisotropic hyperelastic,definition=kaliske,local directions=2
 <a1>,<a2>,<a3>,<b1>,<b2>,<b3>,<c2>,<c3>,
 <c4>,<c5>,<c6>,<d2>,<d3>,<d4>,<d5>,<d6>,
 <e2>,<e3>,<e4>,<e5>,<e6>,<f2>,<f3>,<f4>,
 <f5>,<f6>,<g2>,<g3>,<g4>,<g5>,<g6>,<d>
 
*equation
 2,
 face14,1,1,ndisp1,1,-1
*nset, nset=ndisp
 ndisp1
*boundary,type=velocity
 face11,3
 face13,2
 face16,1
**
*amplitude,name=bc
0.0,0.0,0.25,0.75,0.5,0.0,0.75,1.0,
1.0,0.0
**
*step,nlgeom=yes
 uniaxial loading
*static
 0.01,1.0,,0.01
*boundary,amplitude=bc
 ndisp,1,1,0.3
*output,field, variable=preselect
*element output, elset=eall
 s, le
*node out, nset=all
 u, rf
*output,field, number=4
*element output, elset=QA_TEST
 s,
*node output, nset=QA_TEST
 u,
*output, history, variable=preselect
*element output, elset=eall
 s11, le11, le22, le33, ne11, ne22, ener
*node out, nset=ndisp
 rf1, u1
*end step