*HEADING
: RADIAL REBAR  [SAX1]
*PREPRINT,ECHO=YES,HISTORY=NO,MODEL=NO
*RESTART, WRITE
*NODE,NSET=ALL
1, 
3,10.
*ELEMENT,TYPE=SAX1,ELSET=SHELL
1, 1,3
*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.E4, 0.25
*DENSITY
1.E-4,
*MATERIAL,NAME=RBMAT
*ELASTIC
2.E4
*DENSITY
1.E-4,
*BOUNDARY, TYPE=VELOCITY
ALL,2
1,1
*STEP
LARGE DISPLACEMENT ANALYSIS
*DYNAMIC, EXPLICIT
,1.
*FILE OUTPUT, NUMBER INTERVAL=1
*EL FILE
 S,LE
*OUTPUT,FIELD, NUMBER INTERVAL=1
*ELEMENT OUTPUT
S,LE
*ELEMENT OUTPUT,REBAR
S,LE
*NODE FILE
 U,RF,COORD
*OUTPUT,FIELD,NUMBER INTERVAL=1
*NODE OUTPUT
U,RF,COORD
*CLOAD ,OP=NEW
3,1,10000.
*END STEP
*STEP
LARGE DISPLACEMENT ANALYSIS
*DYNAMIC, EXPLICIT
,1.
*EL FILE
 S,LE
*OUTPUT,FIELD,NUMBER INTERVAL=1
*ELEMENT OUTPUT
S,LE
*ELEMENT OUTPUT,REBAR
S,LE
*NODE FILE
 U,RF,COORD
*OUTPUT,FIELD,NUMBER INTERVAL=1
*NODE OUTPUT
U,RF,COORD
*CLOAD ,OP=NEW
3,1,20000.
*END STEP