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Information Journal Paper

Title

BEHAVIOR OF REINFORCED CONCRETE SHORT COLUMNS WITH FIBER REINFORCED POLYMERS BARS

Pages

  43-55

Abstract

 This paper presents the results of an experimental investigation of the axial behavior of small scale square reinforced concrete COLUMNs with FIBER reinforced POLYMER (FRP) bars, as a solution to overcome the corrosion problems, where this material represents a relatively new technology; therefore more research is needed to determine its characteristics and gain confidence to be accepted by engineers for practical applications. Eight COLUMNs were tested in a vertical position and under compressive axial static loading, where all COLUMNs had the same dimensions 250*250mm and 1250mm height, main reinforcement 4#12mm, 6#12mm, and 8#12mm, the transverse reinforcement was ø6@120mm closed stirrups along the COLUMNs. The major parameters included in this research were the main reinforcement ratios, the main reinforcement types, the transverse reinforcement ratios in the COLUMN, and the characteristic strength of the concrete. Results from a series of tests on small-scale specimens showed that increasing main reinforcement, transverse reinforcement ratios in the COLUMN ends and increasing characteristic strength of the concrete have a significant effect on the behavior of reinforced concrete COLUMNs with FRP.

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  • References

    Cite

    APA: Copy

    LOTFY, EHAB M.. (2011). BEHAVIOR OF REINFORCED CONCRETE SHORT COLUMNS WITH FIBER REINFORCED POLYMERS BARS. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, 3(1), 43-55. SID. https://sid.ir/paper/319706/en

    Vancouver: Copy

    LOTFY EHAB M.. BEHAVIOR OF REINFORCED CONCRETE SHORT COLUMNS WITH FIBER REINFORCED POLYMERS BARS. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING[Internet]. 2011;3(1):43-55. Available from: https://sid.ir/paper/319706/en

    IEEE: Copy

    EHAB M. LOTFY, “BEHAVIOR OF REINFORCED CONCRETE SHORT COLUMNS WITH FIBER REINFORCED POLYMERS BARS,” INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, vol. 3, no. 1, pp. 43–55, 2011, [Online]. Available: https://sid.ir/paper/319706/en

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