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Document details - Analysis of RCC Beam Using GFRP Wrapped with Cellular Stirrups

Journal Volume 9, Issue 12, December 2020, Article 16213180 T.Subramani, R. Ranjith Kumar, G.Abishiya, David P Alex, Stiji Stephen , " Analysis of RCC Beam Using GFRP Wrapped with Cellular Stirrups" , International Journal of Application or Innovation in Engineering & Management (IJAIEM) , Volume 9, Issue 12, December 2020 , pp. 045-055 , ISSN 2319 - 4847.

Analysis of RCC Beam Using GFRP Wrapped with Cellular Stirrups

    T.Subramani, R. Ranjith Kumar, G.Abishiya, David P Alex, Stiji Stephen

Abstract

ABSTRACT Many of the current worldwide reinforced concrete structures urgently need rehabilitation, repair or reconstruction as a consequence of various factors, including corrosion, lack of detail, failure to bind between column beam joints, increases in service loads, and so on. FRP composite has been agreed as a successful substitute for repairing and increasing RCC structural strength.As a composite of fibres-reinforced polymer (FRP), RCC structures increase in strength due to their exceptional properties such as high strength to weight, corrosion and fire resistance, increased fatigue resistance and energy absorption capabilities. This paper is intended for the testing of damaged reinforced concrete beams remedied by the addition of GFP overlays to beams. Analytically and experimentally examined the ultimate load carrying capacity and deflection capacity of the RCC beam and wrapped GFRP beam. The investigation was done with ANSYS software. Keyword: RCC Beam, GFRP, Cellular and Stirrups.

  • ISSN: 23194847
  • Source Type: Journal
  • Original language: English

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