*HEADING
Submodeling with different procedures
between XPL and STD --TIMESCALE
Explicit Global analysis Uniaxial tension/compression [CPS3,CPS4R]
*NODE,NSET=NL
*NODE,NSET=NR
*NFILL,NSET=NALL
NL,NR,4,100
*NSET,NSET=QA_TEST
NR,
*ELEMENT,TYPE=CPS3,ELSET=EALL
*ELEMENT,TYPE=CPS4R,ELSET=EALL
*ELGEN,ELSET=EALL
*SOLID SECTION,MATERIAL=A1, ELSET=EALL
*MATERIAL,NAME=A1
*DENSITY
10.0
*ELASTIC,TYPE=ISOTROPIC
 30.0E6,0.3
*ELSET,ELSET=LOAD
*BOUNDARY
 NL,1,1
 1,2
*AMPLITUDE,NAME=RAMP_UP,DEF=SMOOTH STEP
0,0,0.05,1
*AMPLITUDE,NAME=RAMP_DOWN,DEF=SMOOTH STEP
0,1,0.05,0
*STEP
*DYNAMIC, EXPLICIT
 ,0.05
*DLOAD,AMP=RAMP_UP
 LOAD, P2, -100000.0
***********************************
***    DO NOT MODIFY THE GLOBAL ***
***          FIL REQUEST     ******
***********************************
*FILE OUTPUT,TIMEMARKS=YES,NUMBER INTERVAL=20
*NODE FILE
 U,
**************
*OUTPUT, FIELD, NUMBER INTERVAL = 1
*NODE OUTPUT,NSET=QA_TEST
 U,
*OUTPUT, HISTORY, TIME INT=0.05
*ENERGY OUTPUT,VAR=ALL
*****************
*OUTPUT, HISTORY, TIME INT=0.002
*NODE OUTPUT,NSET=NALL
U,
*****************
*OUTPUT, FIELD, NUMBER INTERVAL = 20
*ELEMENT OUTPUT, ELSET=EALL
 S,
*NODE OUTPUT
 U,
****************
*END STEP
*STEP
*DYNAMIC, EXPLICIT
 ,0.05
*DLOAD,AMP=RAMP_DOWN
 LOAD, P2, -100000.0
*ENDSTEP