Pullout Tests on Near-Surface-Mounted CFRP Rods with and Without Lateral Grooves

  • Authors

    • Salam M. Al-Obaidi
    • Yasir M. Saeed
    • Franz N. Rad
    2018-11-28
    https://doi.org/10.14419/ijet.v7i4.20.25855
  • Bond, concrete, NSM-CFRP, pullout, strengthening

  • Abstract

    An assortment of retrofitting strategies are utilized to redesign existing structures. Fiber Fortified Polymer (FRP) materials have been utilized to reinforce numerous basic segments. One of the promising strategies for reinforcing solid individuals in flexure is the close surface-mounted (NSM) FRP strategy. The greater part of the occasions, holding is the basic factor that controls the structure of this method. In this examination, pullout tests were performed to explore the holding conduct of NSM-CFRP poles. The parameters were the span of the CFRP bars and the notch geometry. The goal of this investigation was to acquire a pullout limit that is in any event half of the CFRP rigidity. Three diverse pole sizes were utilized, and an aggregate of six pullout examples were tried. The outcomes demonstrated that utilizing parallel scores essentially expanded the pullout quality. Without horizontal depressions, the most extreme pullout quality for the littlest bar estimate was under half of the CFRP rigidity. The outcomes additionally demonstrated that the security quality is exceedingly influenced by the distance across of the CFRP bars.

     

     

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  • How to Cite

    M. Al-Obaidi, S., M. Saeed, Y., & N. Rad, F. (2018). Pullout Tests on Near-Surface-Mounted CFRP Rods with and Without Lateral Grooves. International Journal of Engineering & Technology, 7(4.20), 72-78. https://doi.org/10.14419/ijet.v7i4.20.25855

    Received date: 2019-01-13

    Accepted date: 2019-01-13

    Published date: 2018-11-28