*HEADING
 Nonlinear viscoelasticity:
    element: CPE4R
    number of networks: 3
    hyperelastic material: van der waals
*PREPRINT,ECHO=YES,HISTORY=YES
**--------------------------------------------- Part1
*PART,NAME=PART-1
  *NODE
  *ELEMENT,TYPE=cpe4r
  *ELSET,ELSET=EA
  *SOLID SECTION,ELSET=EA,MATERIAL=VWAALSVISC
   1.,
  *NSET,NSET=fix1
  *NSET,NSET=fix2
  *nset, nset=move
  *ELSET,ELSET=QA_TEST
*END PART
**--------------------------------------------- Assembly-1
*ASSEMBLY,NAME=ASSEMBLY-1
*INSTANCE,NAME=PART-1-1,PART=PART -1
*END INSTANCE
*END ASSEMBLY
**--------------------------------------------- End Assembly
*MATERIAL,NAME=VWAALSVISC
*DENSITY
 1.0E-2
*HYPERELASTIC,VAN DER WAALS,MODULI=INSTANTANEOUS
 20., 10., 0.1, 0.02, 0.1
*VISCOELASTIC,NONLINEAR,NETWORKID=1,SRATIO=0.5,LAW=STRAIN
 1.0E-5,1.,-0.5
*VISCOELASTIC,NONLINEAR,NETWORKID=2,SRATIO=0.3,LAW=HYPERB
  2.5E-5,0.15,2.0
*BOUNDARY
 ASSEMBLY-1.PART-1-1.fix1, 1,1
 ASSEMBLY-1.PART-1-1.fix2, 2,2
*AMPLITUDE, NAME=RAMP
 0.0, 0.0, 1.0e-3, 1.0
*STEP
 APPLY LOAD
*DYNAMIC,EXPLICIT
  ,1.E-3
*DLOAD, AMPLITUDE=RAMP
 ASSEMBLY-1.PART-1-1.EA,P2,-2.0
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT
 S,
 LE,
 SNET0,SNET1,SNET2
*NODE OUTPUT
 U,
*OUTPUT,HISTORY,FREQ=10
*ENERGY OUTPUT
 ETOTAL,ALLWK,ALLSE,ALLCD
*END STEP
*STEP
 KEEP LOAD CONSTANT
*DYNAMIC,EXPLICIT
  ,1000.0
*OUTPUT,FIELD,FREQ=500
*ELEMENT OUTPUT
 S,
 LE,
 SNET0,SNET1,SNET2
*ELEMENT OUTPUT,ELSET=PART-1-1.QA_TEST
 CE,
 CEEQ,
*NODE OUTPUT
 U,
*OUTPUT,HISTORY,FREQ=10
*ELEMENT OUTPUT,ELSET=PART-1-1.EA
 MISES
 S,SNET0,SNET1,SNET2
*ELEMENT OUTPUT,ELSET=PART-1-1.QA_TEST
 CEEQ
*ENERGY OUTPUT
 ETOTAL,ALLWK,ALLSE,ALLCD
*END STEP