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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