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Information Journal Paper

Title

BEHAVIOR OF REINFORCEMENT SCC BEAMS UNDER ELEVATED TEMPERATURES

Pages

  261-267

Abstract

 This experimental study focuses on the behavior of heated reinforced concrete beams. Four types of concrete mixtures were used for the tested self-compacting concrete beams. A total of 72 reinforced concrete beams and 72 standard cylindrical specimens were tested. The compressive strength under uniaxial loading at 23oC ranged from 30 to 45 MPa. The specimens were exposed to different temperatures. The test parameters of interest were the compressive strength and the temperature of the specimens. The effect of changes in the parameters was examined so as to control the behavior of the tested concrete and that of the reinforced concrete beam. The results indicated that flexibility and compressive strength of the reinforced concrete beams decreased at higher temperatures. Furthermore, heating beyond 400oC produced greater variations in the structural behavior of the materials in both the cylindrical samples and the reinforced concrete beams.

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    Cite

    APA: Copy

    FATHI, HAMOON, & FARHANG, KIANOOSH. (2015). BEHAVIOR OF REINFORCEMENT SCC BEAMS UNDER ELEVATED TEMPERATURES. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, 7(3), 261-267. SID. https://sid.ir/paper/319809/en

    Vancouver: Copy

    FATHI HAMOON, FARHANG KIANOOSH. BEHAVIOR OF REINFORCEMENT SCC BEAMS UNDER ELEVATED TEMPERATURES. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING[Internet]. 2015;7(3):261-267. Available from: https://sid.ir/paper/319809/en

    IEEE: Copy

    HAMOON FATHI, and KIANOOSH FARHANG, “BEHAVIOR OF REINFORCEMENT SCC BEAMS UNDER ELEVATED TEMPERATURES,” INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, vol. 7, no. 3, pp. 261–267, 2015, [Online]. Available: https://sid.ir/paper/319809/en

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