*HEADING
** ABAQUS/Standard with second order elements [CPS8]
** Submodel from submproc_g_quasi2static_xpl
** TIMESCALE is used to scale the time at the driven 
** nodes of the global to the actual time used in the submodel.
**
*NODE
1,3.,
13,5.,1.5
1201,8.,0.
1213,8.,1.5
*NGEN,NSET=NL
1,13,1
*NGEN,NSET=NR
1201,1213,1
*NFILL,NSET=NALL
NL,NR,12,100
*ELEMENT,TYPE=CPS8,ELSET=EALL
1,1,201,203,3,101,202,103,2
*ELGEN,ELSET=EALL
1,6,2,1,6,200,6
*SOLID SECTION,MATERIAL=MAT1,ELSET=EALL
*MATERIAL,NAME=MAT1
*ELASTIC
30.E6,0.3
*ELSET,ELSET=LOAD
31,32,33,34,35,36
*SUBMODEL,EXT=0.05
NL, 
*AMPLITUDE,NAME=RAMP_UP,DEF=SMOOTH STEP
0,0,0.03,1
*AMPLITUDE,NAME=RAMP_DOWN,DEF=SMOOTH STEP
0,1,0.03,0
***************
*STEP,NLGEOM=YES
*STATIC,DIRECT
0.001,0.03
*BOUNDARY,SUBMODEL,STEP=1,TIMESCALE
NL,1,2
*DLOAD,OP=NEW,AMP=RAMP_UP
LOAD,P2,-100000.
*EL PRINT,FREQ=999
 S,
*NODE PRINT,FREQ=999
 U,COORD
*OUTPUT,FIELD,VAR=PRESELECT
*OUTPUT,HISTORY,FREQ=1
*NODE OUTPUT,NSET=NALL
U,
*END STEP
**************
*STEP,NLGEOM=YES
*STATIC,DIRECT
0.001,0.03
*BOUNDARY,SUBMODEL,STEP=2,TIMESCALE
NL,1,2
*DLOAD,AMP=RAMP_DOWN
LOAD,P2,-100000.
*ENDSTEP