Open Access Journal

ISSN : 2456-1290 (Online)

International Journal of Engineering Research in Computer Science and Engineering (IJERCSE)

Monthly Journal for Computer Science and Engineering

Open Access Journal

International Journal of Engineering Research in Mechanical and Civil Engineering (IJERMCE)

Monthly Journal for Mechanical and Civil Engineering

ISSN : 2456-1290 (Online)

Call For Paper : Vol 11, Issue 03, March 2024

Call for Paper

Vol 11, Issue 03, March 2024

Indexing

Flexural Strengthening of Rc Beam using Glass Fibre Reinforced Polymer

Author : Mr. Jaganrajendran P 1 Dr.S.Christian Johnson 2

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Date of Publication :21st June 2017

Abstract: In the last few decades there has been rapid increase in the glass fiber reinforced polymer (GFRP). For this study, Advantage Glass Fiber Reinforced Polymer (GFRP) sheet was used during the tests, the FRP sheets are used for shear strengthening. Throughout this study, Advantage glass fiber was used manufactured by Owens corning. In this study M20 grade concrete was used and steel reinforcement Fe415 and cement used ordinary Portland cement. Totally Four reinforcement beam were cast of size 1800mmX100150mm. Out of three one beam was kept as control beam which is tested up to ultimate level. The remaining beams were strengthened using GFRP. Finally after the tests of the beams flexural strengthening study will be conducted and thus compared with experimental results

Reference :

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    1. Alex L., Assih J., and Delmas Y. (2001), „Shear Strengthening of RC Beams with externally bonded CFRP sheets‟, Journal of Structural Engineering, 127(4), pp. 20516.
    2. Khalifa A, Gold WJ, Nanni A and Aziz A. (1998), „Contribution of externally bonded FRP to shear capacity of RC flexural members‟, Journal of Composites for Construction, 2, pp.195–201
    3. Mansur M. A. (1998), „Effect of openings on the Behaviour and Strength of RC Beams in Shear‟, Cement and Concrete Composites, 20, pp 477-486
    4. Balamuralikrishnan R., and Jeyasehar C. A. (2009), „Flexural behaviour of RC beams strengthened with Carbon Fiber Reinforced Polymer (CFRP) fabrics‟, The Open Civil Engineering Journal, 3, pp 102-109.
    5. Chen J. F., and Teng J. G. (2003), „Shear capacity of FRP-strengthened RC beams: FRP debonding‟, Construction and Building Materials, 17, pp 27-41.
    6. Deifalla A., and Ghobarah A. (2010), „Strengthening RC T beams subjected combined torsion and shear using FRP fabrics: Experimental Study‟, Journal of Composites for Construction, ASCE, pp. 301-311.
    7. Pannirselvam N., Nagaradjane V., and Chandramouli K. (2009), „Strength behaviour of fiber reinforced polymer strengthened beam‟, ARPN Journal of Engineering and Applied Sciences, 4(9), pp. 1-12.
    8. Rabinovitch O. and Frostig Y. (2003), „Experimental and analytical comparison of RC beams strengthened with CFRP composites‟, Composites: Part B, 34, pp.663-677.
    9. Santhakumar R., Chandrasekaran E., and Dhanaraj R. (2004), „Analysis of Retrofitted concrete shear beams using Carbon fiber composites‟, Electronic Journal of Structural Engineering, 4, pp.66-74
    10. TengJ.G. ChenJ.F., (2007) „Debonding Failures of RC Beams Strengthened with Externally Bonded FRP Reinforcement: Behaviour and Modelling‟, International Institute for FRP in Construction pp.33-42
    11. PannirselvamN., RaghunathP.N., SugunaK., (2008) „Strength Modeling of Reinforced Concrete Beam with Externally Bonded Fibre Reinforcement Polymer Reinforcement‟, American J. of Engineering and Applied Sciences 1 (3) pp.192-199.
    12. KhanA.R. AyubT., (2009) „Performance of RC beams strengthened inshear by externally bonded U-shaped Wraps‟, ACI Structural Journal pp.151-158.

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