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Parametric Studies on Structural Behaviour of Retrofitted R C Beams Using GFRP

Publication Date : 10/07/2015

Author(s) :

Awari U R , Dr. Gajbhiye A R.

Conference Name :
4th International Conference on Recent Trends in Engineering & Technology(ICRTET-2015) July 2-4,2015 Organized by SNJB's KBJ College of Engineering,Chandwad,Nashik,Maharashtra,India

Abstract :

Fiber Reinforces Polymer (FRP) has been established as an effective retrofit material world wide. Several researches have been carried out to evaluate its behaviour as retrofit material on different structural components with varying configuration. FRP for retrofitting of structural elements was reviewed with special emphasis on reinforced concrete (RC) beams. An experimental study was carried out on twenty seven RC beams. The beams were strengthened with single, double and triple layers of e Reinforced Polymer (GFRP) of varying fiber content measured in grams / square meter (GSM). The RC beams were tested up to failure using a four point static loading system. The efforts have been taken to investigate the effect ultimate load capacity, central deflection and failure modes of the beams.

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