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Information Journal Paper

Title

Flexural Strengthening of Voided Concrete Slabs with AFRP, CFRP and GFRP

Pages

  63-75

Abstract

 Studies have shown that one of the leading causes of earthquake inflicting irreparable damage has been the high weight of structures. Using FRP composite sheets-due to the proper mechanical and physical properties to reinforce and improve concrete members in load-bearing, removal of concrete in the deflection and increasing the ductility of concrete-is an appropriate option. The purpose of this study is to strengthen voided concrete slabs with AFRP, CFRP and GFRP. In this study, 10 specimens of reinforced concrete with dimensions of 150×70×20 cm were investigated. The results demonstrated that the amount of load capacity in the Network strengthened specimen with CFRP compare to the control sample 175% and, in Linear, strengthened specimen with AFRP in comparison with the control sample 153% increased. This value in comparison with Solid specimens increased by about 96% for samples having been strengthened with CFRP and 91% for those strengthened with AFRP. The maximum displacements have been presented in the specimen strengthened with CFRP (236%) compared to that of the control sample and in the specimen strengthened with GFRP (99%) compared to that of the control sample. The stiffness amounts in Linear specimen strengthened with CFRP 225% compared to that of the control sample and in Network specimen strengthened with AFRP 136% compared to the that of control sample also increased.

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    APA: Copy

    Abroun, Mojgan, & MADANDOUST, RAHMAT. (2020). Flexural Strengthening of Voided Concrete Slabs with AFRP, CFRP and GFRP. JOURNAL OF CONCRETE RESEARCH, 13(3 ), 63-75. SID. https://sid.ir/paper/992859/en

    Vancouver: Copy

    Abroun Mojgan, MADANDOUST RAHMAT. Flexural Strengthening of Voided Concrete Slabs with AFRP, CFRP and GFRP. JOURNAL OF CONCRETE RESEARCH[Internet]. 2020;13(3 ):63-75. Available from: https://sid.ir/paper/992859/en

    IEEE: Copy

    Mojgan Abroun, and RAHMAT MADANDOUST, “Flexural Strengthening of Voided Concrete Slabs with AFRP, CFRP and GFRP,” JOURNAL OF CONCRETE RESEARCH, vol. 13, no. 3 , pp. 63–75, 2020, [Online]. Available: https://sid.ir/paper/992859/en

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