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- W2358268078 abstract "The substitution of corrosion-resistant fiber reinforced polymer(FRP) bars for steel bars provides a good way for thoroughly resolving the problem of the infrastructure like the bridges with their steel bars subjected to severe corrosion.In this paper,by comparison to the differences between the performance of the FRP bars and steel bars,the design indices appropriate to the concrete beams to be reinforced by the FRP bars are proposed for reference to the design of concrete beam bridges to be reinforced by the bars on the basis of analysis of the deformability design indices of the existing concrete flexural members reinforced by the FRP bars and also in accordance with the limitations for allowed crack width in the flexural members." @default.
- W2358268078 created "2016-06-24" @default.
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- W2358268078 date "2008-01-01" @default.
- W2358268078 modified "2023-09-23" @default.
- W2358268078 title "Analysis of Design Method for Concrete Flexural Members Reinforced by FRP Bars" @default.
- W2358268078 hasPublicationYear "2008" @default.
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