*HEADING
/EXPLICIT, GLOBAL ANALYSIS
: AXISYMMETRIC 4 NODE ELEMENTS [CAX4R]
*NODE,NSET=NL
 1,  0.0, 0.0
 2,  0.0, 0.5
 3,  0.0, 1.0
 4,  0.0, 1.5
*NODE,NSET=NR
 401,  8.0, 0.0
 402,  8.0, 0.5
 403,  8.0, 1.0
 404,  8.0, 1.5
*NSET,NSET=QA_TEST
NR,
*NFILL
NL,NR,4,100
*ELEMENT,TYPE=CAX4R, ELSET=EALL
 1,1,101,102,2
*ELGEN,ELSET=EALL
 1,3,1,1,4,100,3,
*SOLID SECTION,MATERIAL=A1, ELSET=EALL
 1.0, 
*MATERIAL,NAME=A1
*DENSITY
10,
*ELASTIC,TYPE=ISOTROPIC
 30.0E6,0.3
*ELSET,ELSET=LOAD
 10,11,12
*ELSET,ELSET=EL10
 10, 
*NSET,NSET=MIDDLE
 401,402,403,404,405,406,407,408
*BOUNDARY
 NL,1,1
 1,2
*AMPLITUDE,NAME=RAMP
0,0,0.005,1
*STEP
*DYNAMIC, EXPLICIT
 ,0.005
*BULK viscosity
0.0,0.0
*DLOAD,OP=NEW,AMP=RAMP
 LOAD, P2, -1000000.0
***********************************
***    DO NOT MODIFY THE GLOBAL ***
***          FIL REQUEST     ******
***********************************
*FILE OUTPUT, NUMBER INTERVAL=40
*NODE FILE
 U,
**************
*OUTPUT, FIELD, NUMBER INTERVAL = 1
*NODE OUTPUT,NSET=QA_TEST
 U,
*OUTPUT, HISTORY, TIME INT=0.0005
*ENERGY OUTPUT,VAR=ALL
*****************
*OUTPUT, HISTORY, TIME INT=0.0005
*NODE OUTPUT,NSET=NR
U,
*****************
*OUTPUT, FIELD, NUMBER INTERVAL = 4
*ELEMENT OUTPUT, ELSET=EALL
 S,
*NODE OUTPUT
 U,
****************
*END STEP