**output request has been removed , extremely sensitive test
*heading
 Alfano Crisfield non-symmetric multi-delamination analysis
 3-dimensional model in ABAQUS/Explicit using COH3D8 elements
*preprint, model=yes, echo=yes, history=yes
*parameter
** User input data defining the interface properties
** Ultimate strenth in tensile and mode II:
 ultI   =  3.30E6
 ultII  =  7.0E6
** ultI   =  66.0E6
** ultII  =  160.0E6
** cohesive layer modulus (N/m**2):
** Emod = 8.5E9
 Emod = 8.5E8
** Density
** density1 = 1.e3
** density2 = 0.75e3
 density1 = 2.0388e6
 density2 = 1.5291e6
** Fracture toughness (N/m):
 GIc   = 0.33e3
 GIIc  = 0.80e3
** B-K parameter:
 eta = 2.284
** thickness
 thick = 0.01325e-3
** width in the plane strain direction
 width = 20.0e-3
*parameter
 thickLayer = 0.1325e-3
 t1 = 10.0*thickLayer
 t2 =  2.0*thickLayer
 t3 = 12.0*thickLayer
 length = 200.0e-3
 z1 = t1
 z2 = z1 + thick
 z3 = z2 + t2
 z4 = z3 + thick
 z5 = z4 + t3
*node
 1001,       0.,   0.
 1201, <length>,   0.
 2001,       0., <z1>
 2201, <length>, <z1>
 3001,       0., <z2>
 3201, <length>, <z2>
 4001,       0., <z3>
 4201, <length>, <z3>
 5001,       0., <z4>
 5201, <length>, <z4>
 6001,       0., <z5>
 6201, <length>, <z5>
**
 11001,       0.,   0., <width>
 11201, <length>,   0., <width>
 12001,       0., <z1>, <width>
 12201, <length>, <z1>, <width>
 13001,       0., <z2>, <width>
 13201, <length>, <z2>, <width>
 14001,       0., <z3>, <width>
 14201, <length>, <z3>, <width>
 15001,       0., <z4>, <width>
 15201, <length>, <z4>, <width>
 16001,       0., <z5>, <width>
 16201, <length>, <z5>, <width>
*ngen, nset=nfront
 1001, 1201
 2001, 2201
 3001, 3201
 4001, 4201
 5001, 5201
 6001, 6201
*ngen, nset=nback
 11001, 11201
 12001, 12201
 13001, 13201
 14001, 14201
 15001, 15201
 16001, 16201
*nset, nset=nall
 nfront,nback
*nset, nset=right
 1201,
 2201,
 3201,
 4201,
 5201,
 6201,
 11201,
 12201,
 13201,
 14201,
 15201,
 16201, 
*****************************************
*ELEMENT,TYPE=COH3D8, elset=cohesion
 2001, 3001,3002,13002,13001, 2001,2002, 12002, 12001 
 2081, 3081,3082,13082,13081, 2081,2082, 12082, 12081
 4041, 5041,5042,15042,15041, 4041,4042, 14042, 14041
*elgen, elset=cohesion
 2001,  60, 1, 1
 2081, 120, 1, 1
 4041, 160, 1, 1
*COHESIVE SECTION,elset=cohesion,material=adhesive, response=traction separation,THICKNESS=GEOMETRY, controls=cont
*section controls, name=cont, element deletion=yes
*MATERIAL,NAME=adhesive
*ELASTIC, type=traction
<Emod>, <Emod>, <Emod>
*damage initiation, criterion=quads
<ultI>, <ultII>, <ultII>
*damage evolution,type=energy, mixed mode behavior=POWER LAW, power=1.0
<GIc>, <GIIc>,<GIIc>
*****************************************
*DENSITY
<density2>
**UEL PROPERTY, elset=cohesino
** <ultI>, <ultII>, <Emod>, <GIc>, <GIIc>, <eta>, <thick>, <width>
*****************************************
*element, type=C3D8R
 1001, 2001,2002,12002,12001, 1001,1002,11002,11001,
 3001, 4001,4002,14002,14001, 3001,3002,13002,13001, 
 5001, 6001,6002,16002,16001, 5001,5002,15002,15001, 
*elgen,elset=bottom
 1001, 200, 1, 1
*elgen,elset=middle
 3001, 200, 1, 1
*elgen,elset=top
 5001, 200, 1, 1
*elset,elset=all_solid
 bottom, middle, top
*solid section, elset=all_solid, mat=mat1, orient=global,controls=ehc
*section controls,name=ehc,hourglass=enhanced
** 20.e-3,
*orientation, name=global
 1,0,0, 0,1,0
*material, name=mat1
*elastic, type=engineering
**    E1,    E2,    E3, nu12, nu13, nu23,   G12,   G13,
**   G23
 115.0E9, 8.5E9, 8.5E9, 0.29, 0.29,  0.3, 4.5E9, 3.3E9
 4.5E9,
*density
<density1>
*surface,name=bot_top
bottom,s1
*surface,name=mid_bot
middle,s2
*surface,name=mid_top
middle,s1
*surface,name=top_bot
top,s2
*boundary
 right, 2,2
 dispbc-bot, 1,1
 dispbc-top, 1,1
 nfront,3,3,
 nback,3,3,
*nset, nset=dispbc-bot
 1001,11001
*nset, nset=dispbc-top
 6001,16001
*nset, nset=dispbc
 dispbc-bot, dispbc-top
*amplitude, definition=smooth step, name = load
 0.0, 0.0, 1.0, 1.0
*filter,type=butterworth, name=one
20,
*step, nlgeom=yes
*dynamic, explicit, fixed time incrementation, scale factor=1.
 ,1.0
*variable mass scaling,type=below min,dt=7.e-7,elset=all_solid,freq=100
*variable mass scaling,type=uniform,dt=7.e-7,elset=cohesion,freq=100
*contact
*contact inclusions, all exterior
**bulk viscosity
**0.09,1.8
*boundary,amplitude=load
 dispbc-bot, 2,2, -20.0e-3
 dispbc-top, 2,2,  20.0e-3
*elset,elset=qa_test_elset
cohesion,
*nset,nset=qa_test_nset
dispbc,
*output,field,NUMBER INTERVAL=60,TIMEMARKS=YES
*node output
u,rf
*element output
s,dmicrt,sdeg
*node output,nset=qa_test_nset
 u,
************************
*output,history,TIME INTERVAL=0.00001, filter=one
*node output, nset=dispbc
rf2
***********************
*output,history,TIME INTERVAL=1e-2
*node output, nset=dispbc
 u,rf
*monitor, dof=2, node=6001
*end step