Stiffer beam and incomplete analysis

hi 

i am sajib,I am very very new ABAQUS user.



i am modeling RCC simply supported BEAM STRENGTHEN IN FLEXURE WITH FRP using ABAQUS.

I HAVE USED S4R FOR FRP, 

C3D8R FOR SOLID AND T3D2 AS STEEL 

cracked conrete model used,elastic plastic model for steel n elastic model for frp

I have used correct E values.