*heading
 Implement plane strain tension for HGO model using UANISOHYPER_INV
*****************************************
**
** Element types: c3d8, cpe8r, cpeg4
** Material     : Compressible HGO model (native and user defined)
** Types of test: Plane-strain tension/compression with orientation
** Results      : Tension / Compression
**           S11:  59.08  /  -46.43
**           S33: -8.258  /  -55.25
**
*****************************************
*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.
21,2
22,3.
23,3.,1.
24,2.,1.
25,2.5,0.
26,3.0,0.5
27,2.5,1.0
28,2.0,0.5
 1,4
 2,5.
 3,5.,1.
 4,4.,1.
 5,0.,0.
*nset,nset=nx0
1,4,11,14,15,18,21,24,28
*nset,nset=nx1
2,3,12,13,16,17,22,23,26
*nset,nset=ny0
1,2,11,12,15,16,21,22,25
*nset,nset=nz0
11,12,13,14
*nset,nset=nz1
15,16,17,18
*element,type=c3d8,elset=e_c3d8
 1,11,12,13,14,15,16,17,18
*element,type=cpe8r,elset=e_cpe8r
 2,21,22,23,24,25,26,27,28
*element,type=cpeg4,elset=e_cpeg4
 3,1,2,3,4
*elset,elset=eall
1,2,3
*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=e_c3d8,material=hgo,orientation=ori-1
 1.0,
*solid section,elset=e_cpe8r,material=UANISO_HGO_1,orientation=ori-1
 1.0,
*solid section,elset=e_cpeg4,material=UANISO_HGO_1,orientation=ori-1,refnode=5
 1.0,
*parameter
 density=5.0e-4
 C10=7.64
 D=1.e-8
 K1=996.6
 K2=524.6
 Kappa=0.226
*material,name=UANISO_HGO_1
*density
 <density>
*anisotropic hyperelastic,definition=user,formulation=invariant, local directions=2,type=compressible,properties=5
 <C10>, <D>, <K1>, <K2>, <Kappa>
*material,name=hgo
*density
 <density>
*anisotropic hyperelastic,definition=HOLZAPFEL-GASSER-OGDEN,local directions=2
 <C10>, <D>, <K1>, <K2>, <Kappa>
*amplitude,name=bc
0.0,0.0, 0.25,0.5, 0.5,0.0, 0.75,-0.25,
1.0,0.0
*step,nlgeom=yes
 uniaxial loading
*static
 0.05,1.0,,0.05
*boundary
nx0,1,1
ny0,2,2
5,3,5
nz0,3,3
nz1,3,3
*boundary,amp=bc
nx1,1,1,0.4
*output,field, variable=preselect, freq=5
*node out, nset=all
 u, rf
*output, history
*element output, elset=eall
 s11, s22, s33, s12, le11, le22, le33, le12
*node out, nset=nx1
 rf1, u1
*end step