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Since the failure mode of the FRP-concrete interface involves shearing the concrete directly below the bond, the ultimate strength or bond transfer strength is proportional to ( f^{prime }_{c} ) or ( sqrt{f^{prime }_{c} }).
Since the failure mode of the plate-concrete joint involved shearing the concrete directly below the bond, it was concluded that the ultimate strength is dependent on the concrete strength directly adjacent to the bonded zone, which may not be indicative of the overall strength throughout the member.
Based on the review, the following key points are re-emphasized: (1) Since the failure mode of the FRP-concrete interface involves shearing the concrete directly below the bond, the ultimate strength or bond transfer strength is proportional to ( f^{prime }_{c} ) or ( sqrt{f^{prime }_{c} }). (2) Surface preparation greatly influences the ultimate bond strength.
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