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- W4290975731 abstract "In the past few years, FRP (fiber reinforced polymer) has been high in retrofitting reinforced concrete beams due to their properties over strength and durability. Carbon fiber reinforced polymer (CFRP) is broadly used as external bonding material over the RC beams for retrofitting and strengthening purposes. CFRP has several benefits as well as some demerits. The shortfall of ductility is one of its significant flaws. This experiment examines the strengthening behaviors of reinforced concrete beams with single-layer CFRP laminates bonded externally with different adhesives such as epoxy, orthophthalic resin(GP) and ISO resin. The beam specimens were subjected to a two-point loading test until the beams failed. The single-layer CFRP strengthened beams (B4 and B5)with GP and epoxy adhesive exhibited high ultimate load capacity and deflection than control and ISO resin beams (CB1 and B3). Failure of retrofitted RC beams (B4 and B6) was recorded as mid-span debonding and B5 as both compression failure and mid-span debonding. The findings of this study are intended to be used in real-world retrofitting techniques for existing beams." @default.
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- W4290975731 date "2022-01-01" @default.
- W4290975731 modified "2023-09-26" @default.
- W4290975731 title "Retrofitting of reinforced concrete beams using CFRP with various adhesive" @default.
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- W4290975731 doi "https://doi.org/10.1016/j.matpr.2022.07.448" @default.
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