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Flexural Behaviour of GFRP Bars

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Flexural Behaviour of GFRP Bars

N. N. Morey | S. D. Patil | A. P. Khangan


N. N. Morey | S. D. Patil | A. P. Khangan "Flexural Behaviour of GFRP Bars" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-2 | Issue-2, February 2018, pp.1503-1505, URL: https://www.ijtsrd.com/papers/ijtsrd9645.pdf

Reinforced Cement Concrete (RCC) structures are usually reinforced with steel bars which are subjected to corrosion at critical temperatures and atmospheric conditions. Also the cost of steel reinforcement plays a significant role in any RCC construction. The rising prices of steel and their unavailability throughout the year have brought the contractors and engineers into a great trouble. The RCC structures can also be reinforced with other materials such as fibers specifically Glass Fiber Reinforced Polymer and Carbon Reinforced Fiber Polymer (GFRP). This deals with the study of RCC beams when reinforced with the Glass Fiber Reinforced Polymer (GFRP) as a replacement of steel reinforcement and studying the behavior of beam under flexure.

Fiber Reinforced Polymer bars, GFRP Bars

Volume-2 | Issue-2, February 2018
IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470
Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

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