*HEADING
:  AXISYMMETRIC REDUCED INTEGRATION ELEMENTS [CAX8R]
*NODE,NSET=NALL
*NGEN,NSET=NL
*NGEN,NSET=NR
*NFILL
NL,NR,8,100
*ELEMENT,TYPE=CAX8R,ELSET=EALL
*ELGEN,ELSET=EALL
*SOLID SECTION,MATERIAL=A1, ELSET=EALL
1.,
*MATERIAL,NAME=A1
*DENSITY
1,
*ELASTIC,TYPE=ISOTROPIC
30.0E6,0.3
*ELSET,ELSET=LOAD
*ELSET,ELSET=EL10
*NSET,NSET=N1
*BOUNDARY
NL,1,1
1,2
*STEP
*STATIC
1.,1.
*DLOAD,OP=NEW
LOAD, P2, -1000000.0
*EL FILE,ELSET=EL10
 S,
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=EL10
S,
*NODE FILE,NSET=N1
 U,COORD
*OUTPUT,FIELD
*NODE OUTPUT,NSET=N1
U,COORD
*EL PRINT,ELSET=EL10
 S,COORD
*NODE PRINT,NSET=N1
 U,
*END STEP
*STEP,PERT
*STEADY STATE DYNAMICS,DIRECT
10,30,3
*DLOAD,OP=NEW
LOAD, P2, -1000000.0
*EL FILE,ELSET=EL10
 S,
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=EL10
S,
*NODE FILE,NSET=N1
 U,
 PU,
*OUTPUT,FIELD
*NODE OUTPUT,NSET=N1
U,
*EL PRINT,ELSET=EL10
 S,
*NODE PRINT,NSET=N1
 U,
 PU,
*END STEP