*HEADING
: RADIAL REBAR  [SAX2]
*PREPRINT,ECHO=YES,HISTORY=NO,MODEL=NO
*NODE,NSET=ALL
1, 
2,5.
3,10.
*ELEMENT,TYPE=SAX2,ELSET=SHELL
1, 1,2,3
*SHELL SECTION,MATERIAL=ELMAT, ELSET=SHELL
2.,3
*REBAR LAYER,GEOMETRY=ANGULAR
REBAR,1.0,46.245,0,RBMAT,0,1 
*MATERIAL,NAME=ELMAT
*ELASTIC
1., 
*MATERIAL,NAME=RBMAT
*ELASTIC
30.E6, 
*BOUNDARY
ALL,2
1,1
*STEP,PERTURBATION
*STATIC
*EL FILE,REBAR
 S,E
*OUTPUT,FIELD
*ELEMENT OUTPUT
S,E
*ELEMENT OUTPUT,REBAR
S,E
*NODE FILE
 U,RF,COORD
*OUTPUT,FIELD
*NODE OUTPUT
U,RF,COORD
*EL PRINT,REBAR
 S,E
*NODE PRINT
 U,RF,
 COORD,
*CLOAD
3,1,20000.
*END STEP
*STEP,NLGEOM
LARGE DISPLACEMENT ANALYSIS
*STATIC
1.,1.
*EL FILE,REBAR
 S,E
*NODE FILE
 U,RF,COORD
*OUTPUT,FIELD
*ELEMENT OUTPUT,REBAR
S
*NODE OUTPUT
U,RF,COORD
*EL PRINT,REBAR
 S,E
*NODE PRINT
 U,RF,
 COORD,
*CLOAD ,OP=NEW
3,1,20000.
*END STEP