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Information Journal Paper

Title

IMPROVEMENT OF OUT-OF-PLANE BEHAVIOR OF MASONRY WALLS USING FRP FIBERS

Pages

  125-136

Abstract

 In this research, the finite element modeling method as well as retrofitting of the masonry materials panel under the out-of-plane load was investigated by FRP composite using Abaqus software. In this study, a 1800-mm×1800-mm wall was placed under an out-of-plane load and then reinforced using FRP sheets. The fibers were placed on the wall in two groups of CFRP and GFRP in four different ways. The wall was placed under a 60 kN out-of-plate load and the modeling results in Abaqus software showed that the wall reinforced with GFRP in Y-shape has 67% maximum performance improvement rela-tive to other layouts, followed by the wall reinforced with CFRP sheet in X-shape with 66%. It is recommended to use these two layouts and fibers in construction.

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  • Cite

    APA: Copy

    SEYED NAGHAVI, SEYED VAHID, & MALEKI, AHMAD. (2017). IMPROVEMENT OF OUT-OF-PLANE BEHAVIOR OF MASONRY WALLS USING FRP FIBERS. JOURNAL OF CIVIL ENGINEERING AND MATERIALS APPLICATION, 1(3), 125-136. SID. https://sid.ir/paper/351235/en

    Vancouver: Copy

    SEYED NAGHAVI SEYED VAHID, MALEKI AHMAD. IMPROVEMENT OF OUT-OF-PLANE BEHAVIOR OF MASONRY WALLS USING FRP FIBERS. JOURNAL OF CIVIL ENGINEERING AND MATERIALS APPLICATION[Internet]. 2017;1(3):125-136. Available from: https://sid.ir/paper/351235/en

    IEEE: Copy

    SEYED VAHID SEYED NAGHAVI, and AHMAD MALEKI, “IMPROVEMENT OF OUT-OF-PLANE BEHAVIOR OF MASONRY WALLS USING FRP FIBERS,” JOURNAL OF CIVIL ENGINEERING AND MATERIALS APPLICATION, vol. 1, no. 3, pp. 125–136, 2017, [Online]. Available: https://sid.ir/paper/351235/en

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