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- W2737714340 abstract "Fiber reinforced polymer (FRP) sheet is one of the most popular method used that externally bonded for flexural retrofit of concrete member. However, the problem of dismantling of the fiber mostly happened and causes a strength reduction of the retrofitted member. In this study, a total of 17 plain concrete beams were studied experimentally and analyzed. Three groups of different concrete strength (33.5, 40.7 and 67 MPa) were used to cast the tested beams. The beam is simply supported and has a span of 1110 mm and 120 × 250 mm cross-section. Carbon fiber reinforced polymer (CFRP) sheet of unidirectional type bonded at the tension surface of the beams. The factors affecting the bond between CFRP sheets and concrete like; length of bonded surface, compressive strength of concrete, number of plies of CFRP (stiffness), and the roughness of concrete surface were studied. All specimens were subjected to a four-point bending test under load control while cracking load, mid-span deflection, and strain distribution along the bonded length of CFRP sheet and failure mode were recorded up to failure. Results indicated that the bond length affects significantly the average bond stress of the strengthened beams (shear bonding stress due to flexural loading).The bonding distribution along the CFRP sheet due to flexural loading tended to be linear when the applied load close to ultimate load." @default.
- W2737714340 created "2017-07-31" @default.
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- W2737714340 date "2015-01-01" @default.
- W2737714340 modified "2023-09-26" @default.
- W2737714340 title "Factors affect bond of fiber-reinforced polymer laminates to concrete" @default.
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