*HEADING
EB2ARXRB: REBAR UNDER BENDING  [B23]
*NODE
1, 
2,10.
*ELEMENT,TYPE=B23,ELSET=BEAM_ELEMENT
1, 1,2
*BEAM SECTION,SECTION=RECT,MATERIAL=ELEMENT_MATERIAL, ELSET=BEAM_ELEMENT
10.,10.
*MATERIAL,NAME=ELEMENT_MATERIAL
*ELASTIC
 3.E6, 
*REBAR,ELEMENT=BEAM,MATERIAL=REBAR_MATERIAL_1,NAME=REBAR_GROUP_1
BEAM_ELEMENT,1.,-2.5,-2.5
*REBAR,ELEMENT=BEAM,MATERIAL=REBAR_MATERIAL_2,NAME=REBAR_GROUP_2
BEAM_ELEMENT,1.,2.5,-2.5
*MATERIAL,NAME=REBAR_MATERIAL_1
*ELASTIC
30.E6, 
*MATERIAL,NAME=REBAR_MATERIAL_2
*ELASTIC
30.E6, 
*BOUNDARY
1,1,2
1,6
*STEP, PERTURBATION
*STATIC
*EL PRINT
 S,
*NODE PRINT
 U,RF,
 COORD,
*EL PRINT,FREQ=99 ,REBAR
 S,E
*CLOAD
2,6,200000.
*END STEP
*STEP,NLGEOM
LARGE DISPLACEMENT ANALYSIS
*STATIC
 1.,1.
*CLOAD ,OP=NEW
2,6,200000.
*EL PRINT
 S,
*NODE PRINT
 U,RF,
 COORD,
*EL PRINT,FREQ=99 ,REBAR
 S,E
*END STEP