*HEADING
 Concrete Slump Test
 Mohr-Coulomb, Axisymmetric element 
 Friction angle=5, dilation angle=5
*NODE
   1, 0.00, 0.
   6, 0.10, 0.
 101, 0.00, 0.3
 106, 0.05, 0.3
*NGEN,NSET=BOT
 1,6,1
*NGEN,NSET=TOP
 101,106,1
*NFILL,NSET=ALLN
 BOT,TOP,10,10
*NSET,NSET=CENT,GENERATE
 1,101,10
*ELEMENT,TYPE=CAX4R
 1,1,2,12,11
*ELGEN,ELSET=ALLE
 1,5,1,1,10,10,10
*ELSET,ELSET=OUTE,GENERATE
 1,5,1
*SOLID SECTION,ELSET=ALLE,MATERIAL=CONC,CONTROLS=SC-1
*SECTION CONTROLS,NAME=SC-1,DISTORTION CONTROL=YES
*MATERIAL,NAME=CONC
*ELASTIC
 2.25,.125
*MOHR COULOMB
 5.,5.
*MOHR COULOMB HARDENING
 1.1547E-3, 
*DENSITY
 0.1,
*BOUNDARY
 CENT,1
 BOT,2
*AMPLITUDE, NAME=AMP, DEFINITION=SMOOTH STEP
0.0, 0.0, 30.0, 1.0
*NSET, NSET=QA_TEST_TOP
 TOP
*ELSET, ELSET=QA_TEST_OUTE
 OUTE
*STEP, NLGEOM=YES
 Dimensionless Slump Test under Gravity Load
*DYNAMIC, EXPLICIT
** use reduced time step for QA puporses
** ,30.0
 ,15
*DLOAD, amplitude=amp
ALLE,GRAV,0.6666,0,-1.,0.
*OUTPUT,FIELD, NUMBER INTERVAL=4, TIMEMARKS=NO
*NODE OUTPUT,NSET=QA_TEST_TOP
U, 
*ELEMENT OUTPUT, ELSET=QA_TEST_OUTE
LE,PE
*OUTPUT,FIELD
*NODE OUTPUT,NSET=ALLN
U, 
*NODE OUTPUT,NSET=BOT
RF, 
*ELEMENT OUTPUT
S,LE,PE
*OUTPUT,HISTORY,VARIABLE=PRESELECT
*NODE OUTPUT,NSET=ALLN
U, 
*NODE OUTPUT,NSET=BOT
RF, 
*END STEP