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- W2062288792 abstract "The practical application of composite materials for retrofitting of reinforced concrete bridge T-sectional girders was investigated. Carbon and glass fibre-reinforced polymers (CFRP and GFRP) saturated in an epoxy resin matrix were used to enhance the service load-carrying capacity of the bridge. Three 5-m-long simply supported beams were tested under monotonic and cyclic loads for comparison to a beam subjected to more than 106 cycles in the service load range. The results show that an FRP-strengthened T-beam subjected to fatigue loading demonstrated excellent behaviour that can be expected from well-detailed retrofit schemes incorporating carbon and glass fibre laminates." @default.
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- W2062288792 date "2007-12-01" @default.
- W2062288792 modified "2023-09-26" @default.
- W2062288792 title "Experimental study of FRP-strengthened RC bridge girders subjected to fatigue loading" @default.
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- W2062288792 doi "https://doi.org/10.1016/j.compstruct.2006.09.012" @default.
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