The ultimate strengths of three different sets of concrete cylinders were examined. Three concrete cylinders—F1, F2, and F3—are evaluated in SET I: F1 Without wrap FRP, F2 Single Wrap FRP, and F3 Double Wrap FRP. Three concrete cylinders—S1, S2, and S3—with different FRP wrap configurations are evaluated in SET II. Three concrete cylinders (R1, R2, and R3) with different levels of FRP wrapping are evaluated in SET III. As the control concrete cylinders, the concrete cylinders F1, S1, and R1 were used. When compared to externally strengthened beams made of FRP sheets, it was found that the concrete cylinders F1, S1, and R1 could hold less weight.
Compression, Fiber Reinforced Polymer, Flexure, Concrete, Beams, Shear
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