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Concrete Shear Strength of FRP Bar Reinforced Concrete BeamAccording to Variation of Flexural Reinforcement Ratio  

No, Kyeung-Bae ((주)백송엔지니어링)
Jin, Chi-Sub (부산대학교 토목공학과)
Jang, Hui-Suk (부경대학교 건설공학부)
Kim, Hee-Sung (동서대학교 건설공학부)
Hwang, Geum-Sik (동원건설주식회사)
Publication Information
Journal of the Korea institute for structural maintenance and inspection / v.10, no.2, 2006 , pp. 76-82 More about this Journal
Abstract
The concrete shear strength of FRP Bar reinforced concrete beam according to the variation of flexural reinforcement ratio was investigated. A number of experimental result showed that the concrete shear strength was lower than that of RC beam, but it was increased according to the increasement of reinforcement ratio. Shear strength correction factors considering the kind and reinforcement ratio of FRP Bar was proposed using the proposed formula in the literature and regression analysis of the experimental result.
Keywords
FRP Bar; Flexural Reinforcement Ratio; Shear Strength Correction Factor;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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