Flexural Retrofitting of R.C Beam Using Hybrid Laminates
International Journal of Science and Research (IJSR)

International Journal of Science and Research (IJSR)
www.ijsr.net | Open Access | Fully Refereed | Peer Reviewed International Journal

ISSN: 2319-7064

M.Tech / M.E / PhD Thesis | Civil Engineering | India | Volume 5 Issue 4, April 2016

Flexural Retrofitting of R.C Beam Using Hybrid Laminates

Mohamed Asick Umar.H, Manikandan.T

Reinforced concrete (RC) structure using externally bonded fiber reinforced polymer (FRP) components has become a very worldwide practice, extensively accepted by recent design codes. In particular, the flexural strength of a reinforced concrete beam can be broadly increased by application of carbon, glass FRP sheets adhesively bonded to the tension face of the beam. In this experimental study, a total of nine beam specimens (1000 mm x 150 mm x 200 mm) of M 20 grade concrete are casted and preloaded with 75 % of ultimate load by two point load method, later retrofitted with hybrid laminates (GFRP+CFRP) of different thicknesses at U-wrap bonding technique used to examine the flexural behavior of RC beam.. A comparative study is to be made with the test results.

Keywords: Fiber Reinforced Polymer FRP, carbon, glass, energy absorption capacity, ductility, debonding

Edition: Volume 5 Issue 4, April 2016

Pages: 2329 - 2333

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Mohamed Asick Umar.H, Manikandan.T, "Flexural Retrofitting of R.C Beam Using Hybrid Laminates", International Journal of Science and Research (IJSR), https://www.ijsr.net/search_index_results_paperid.php?id=NOV163143, Volume 5 Issue 4, April 2016, 2329 - 2333

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Flexural Retrofitting of R.C Beam Using Hybrid Laminates

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