*HEADING
ABAQUS/Explicit Quasi-Static
Global analysis: [C3D8R] 
*NODE,NSET=ALL
 1, 1.
91, 8.
100, 8.,7.
10, 1.,7.
101, 1.,, .5
191, 8.,, .5
200, 8.,7., .5
110, 1.,7., .5
201, 1.,, 1.
291, 8.,, 1.
300, 8.,7., 1.
210, 1.,7., 1.
*NGEN,NSET=NL1
1,10,1
*NGEN,NSET=NR1
91,100
*NFILL,NSET=ALL1
NL1,NR1,9,10
*NGEN,NSET=NL2
101,110,1
*NGEN,NSET=NR2
191,200
*NFILL,NSET=ALL2
NL2,NR2,9,10
*NGEN,NSET=NL3
201,210,1
*NGEN,NSET=NR3
291,300,1
*NFILL,NSET=ALL3
NL3,NR3,9,10
*NSET,NSET=FIX1,GEN
 1,91,10
 101,191,10
 201,291,10
*NSET,NSET=FIX2,GEN
91,100
191,200
291,300
*NSET,NSET=FIX3,GEN
10,100,10
110,200,10
210,300,10
*NSET,NSET=FIX4,GEN
1,10
101,110
201,210
*NSET,NSET=ALL
ALL1,ALL2,ALL3
*NSET,NSET=NALL
FIX1,FIX2,FIX3,FIX4
*NSET,NSET=QA_TEST
91,100,1
291,300,1
*ELEMENT, TYPE=C3D8R, ELSET=EALL
1,1,11,12,2, 201,211,212,202
*ELGEN,ELSET=EALL
1,9,1,1,9,10,10
*ELSET,ELSET=EFLUX2,GEN
81,89
*SOLID SECTION,MATERIAL=MAT1, ELSET=EALL
*MATERIAL,NAME=MAT1
*ELASTIC
 110.E9, .3
*DENSITY
8900,
*RESTART,WRITE
*****************************************
*AMPLITUDE,NAME=RAMP,DEFINITION=SMOOTH STEP
0,0,1.5e6,1
*STEP
*DYNAMIC, EXPLICIT
,1.5e6
*FIXED MASS SCALING,FACTOR=1e14
*BOUNDARY, OP=NEW
 ALL1,  3
 ALL3,  3
 FIX1,  2
 FIX4,  1
 FIX4, 11
*DLOAD,AMP=RAMP
 EFLUX2, P4, -1e9
***********************************
***    DO NOT MODIFY THE GLOBAL ***
***          FIL REQUEST     ******
***********************************
*FILE OUTPUT,NUMBER INTERVAL=20
*NODE FILE
NT,U
**************
*OUTPUT, FIELD, NUMBER INTERVAL = 1
*NODE OUTPUT,NSET=QA_TEST
U,
*OUTPUT, HISTORY, TIME INT=1.5e6
*ENERGY OUTPUT,VAR=ALL
*****************
*OUTPUT, HISTORY, TIME INT=0.5e5
*NODE OUTPUT,NSET=NALL
U,
*****************
*OUTPUT, FIELD, NUMBER INTERVAL = 1
*ELEMENT OUTPUT, ELSET=EALL
 S,
*NODE OUTPUT
 U,
****************
*END STEP