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Stiffer beam n 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. 

 


perfect bond is assumed among FRP,concrete and steel,load is applied through rigid node. 
symmertic boundary condition was used.as one forth of the beam was modelled. 

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