*KEYWORD
*TITLE
Hyperelastic part - deformable/rigid automatic switch 
$
$  Units: mm, kg, ms, kN, GPa, kN-mm
$
*CONTROL_TERMINATION 
$   endtim    endcyc     dtmin    endeng    endmas
      13.0         0       0.0       0.0       0.0
$
*DEFINE_CURVE
$ LCID    SIDR    SFA     SFO     OFFA    OFFO    DATTYP  LCINT
      1005         0       1.0       1.0       0.0       0.0         0         0
$ time    timestep
                 0.0                1e-2
                 10.0               1e-2
*CONTROL_TIMESTEP
$#  dtinit    tssfac      isdo    tslimt     dt2ms      lctm     erode     ms1st
      1e-2       1.0         0       0.0         0      1005         0         0
*CONTROL_ENERGY
$     hgen      rwen    slnten     rylen
         2         2
*CONTROL_OUTPUT
$    npopt    neecho    nrefup    iaccop     opifs    ipnint    ikedit
         1         3
*CONTROL_SHELL
$   wrpang    itrist     irnxx    istupd    theory       bwc     miter
                                       1         2
*DATABASE_BINARY_D3PLOT
$       dt      lcdt
      1.00
*DATABASE_EXTENT_BINARY
$    neiph     neips    maxint    strflg    sigflg    epsflg    rltflg    engflg

$   cmpflg    ieverp    beamip
                   1
*DATABASE_BINARY_D3THDT
$       dt      lcdt
    999999
*DATABASE_GLSTAT
$       dt
      0.10
*DATABASE_MATSUM
$       dt
      0.10
*DATABASE_NODOUT
$       dt
      0.10
*DATABASE_RBDOUT
$       dt
      0.10
*PART
$      pid       sid       mid     eosid      hgid    adpopt
part1
         1         2         2
$
$  Aluminum
$
*MAT_PLASTIC_KINEMATIC
$      mid        ro         e        pr      sigy      etan      beta
         1   2.70e-6      68.9     0.330     0.286   0.00689
$      src       srp        fs

*SECTION_SHELL
$ 
$      sid    elform      shrf       nip     propt   qr/irid     icomp
         1         2
$       t1        t2        t3        t4      nloc
       1.0       1.0       1.0       1.0
*SECTION_SHELL
$       ID    elform      shrf       nip     propt        qr     icomp     setyp
         2         2  0.833333         3         0         0         0         0
$       t1        t2        t3        t4      nloc     marea              unused
       0.1       0.1       0.1       0.1         0         0                    
*MAT_HYPERELASTIC_RUBBER
$       ID        ro        pr         N        Nv         G      sigf       Ref
         2 8.699E-07 0.4999172         0         0         0         0         0
$      C10       C01       C11       C20       C02       C30             unused1
   0.11e-3  0.028e-3         0         0         0         0                    
*NODE
$   node               x               y               z      tc      rc
       1             0.0             0.0             0.0
       2             1.0             0.0             0.0 
       3             1.0             1.0             0.0 
       4             0.0             1.0             0.0
$$$$  Define Elements
*ELEMENT_SHELL
$    eid     pid      n1      n2      n3      n4
       1       1       1       2       3       4
*DEFORMABLE_TO_RIGID
         1
*DEFORMABLE_TO_RIGID_AUTOMATIC
$#   SWSET      CODE     TIME1     TIME2     TIME3     ENTNO     RELSW    PAIRED
         1         0      10.0      1.0e20     0.0         0         0         0
$#    NRBF      NCSF       RWF     DTMAX       D2R       R2D    OFFSET
         0         0         0       0.0         0         1       0.0
$# Rigid to deformable card: one card because R2D = 1
$#     PID     PTYPE
         1      PART
*END