Study the Effect of FRP Strengthening on Ultimate Load Carrying Capacity of Reinforced Concrete Beams
Journal: International Journal of Trend in Scientific Research and Development (Vol.6, No. 5)Publication Date: 2022-09-06
Authors : Mohit Jain Abhay Kumar Jha Barun Kumar;
Page : 1721-1723
Keywords : Compression; Fiber Reinforced Polymer; Flexure; Concrete; Beams; Shear;
Abstract
The ultimate strengths of three different sets of concrete cylinders were examined. Three concrete cylinders—F1, F2, and F3—are evaluated in SET I F1 Without wrap FRP, F2 Single Wrap FRP, and F3 Double Wrap FRP. Three concrete cylinders—S1, S2, and S3—with different FRP wrap configurations are evaluated in SET II. Three concrete cylinders R1, R2, and R3 with different levels of FRP wrapping are evaluated in SET III. As the control concrete cylinders, the concrete cylinders F1, S1, and R1 were used. When compared to externally strengthened beams made of FRP sheets, it was found that the concrete cylinders F1, S1, and R1 could hold less weight. Mohit Jain | Dr. Abhay Kumar Jha | Barun Kumar "Study the Effect of FRP Strengthening on Ultimate Load Carrying Capacity of Reinforced Concrete Beams" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-5 , August 2022, URL: https://www.ijtsrd.com/papers/ijtsrd51716.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/51716/study-the-effect-of-frp-strengthening-on-ultimate-load-carrying-capacity-of-reinforced-concrete-beams/mohit-jain
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Last modified: 2022-09-06 20:25:31