*HEADING
: Global model Explicit Analysis [CPS6M]
*RESTART,WRITE
*NODE,NSET=NALL
*NGEN,NSET=NL
*NGEN,NSET=NR
*NSET,NSET=QA_TEST
NR,
*NFILL
NL,NR,8,100
*NSET,NSET=N1,GENERATE
*NSET,NSET=N2,GENERATE
*ELEMENT,TYPE=CPS6M,ELSET=EALL
*SOLID SECTION,MATERIAL=A1, ELSET=EALL
*MATERIAL,NAME=A1
*ELASTIC,TYPE=ISOTROPIC
30.0E6,0.3
*DENSITY
10.0
*ELSET,ELSET=LOAD
*BOUNDARY
NL,1,2
**1,2
*AMPLITUDE,NAME=RAMP,DEFINITION=SMOOTH STEP
0,0,0.02,1
*STEP
*DYNAMIC, EXPLICIT
,0.02
*DLOAD,OP=NEW
LOAD, P2, -1000000.0
***********************************
***    DO NOT MODIFY THE GLOBAL ***
***          FIL REQUEST     ******
***********************************
*FILE OUTPUT,NUMBER INTERVAL=10
*NODE FILE
 U,
**************
*OUTPUT, FIELD, NUMBER INTERVAL = 1
*NODE OUTPUT,NSET=QA_TEST
 U,
*OUTPUT, HISTORY, TIME INT=0.02
*ENERGY OUTPUT,VAR=ALL
*****************
*OUTPUT, HISTORY, TIME INT=0.002
*NODE OUTPUT,NSET=NALL
U,
*****************
*OUTPUT, FIELD, NUMBER INTERVAL = 4
*ELEMENT OUTPUT, ELSET=EALL
 S,
*NODE OUTPUT
 U,
**************
*END STEP