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- W3143111591 abstract "The behavior under static loading of fiber-reinforced plastic (FRP) retrofitted reinforced concrete beams, possessing a high chloride content and rebar corrosion, was studied experimentally and analytically. Test beams were characterized as falling into 3 different groups according to the state of their corrosion damage: 1) natural corrosion, 2) cathodic protection, and 3) accelerated corrosion. Load carrying capacity of the beams, with or without FRP patching, were tested in the lab. The experimental results show that the state of corrosion of the steel, the water/cement ratio of the concrete material, and the arrangement and number of FRP patches all affect the strength as well as the failure mechanisms of retrofitted RC beams. Simple analytical models and a design concept for retrofitting cracked and corroded RC beams with FRP sheets are also presented and discussed." @default.
- W3143111591 created "2021-04-13" @default.
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- W3143111591 date "2004-05-01" @default.
- W3143111591 modified "2023-09-23" @default.
- W3143111591 title "REHABILITATION OF CRACKED AND CORRODED REINFORCED CONCRETE BEAMS WITH FIBER-REINFORCED PLASTIC PATCHES" @default.
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