Deflection behavior of a prestressed concrete beam reinforced with carbon fibers at elevated temperatures

Author:

Faruqi Mohammed,Khan Mohammed Sheroz

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Reference34 articles.

1. Faruqi M A, Roy S, Salem A A. Elevated temperature deflection behavior of concrete members reinforced with frp bars. Journal of Fire Protection Engineering, 2012, 22(3): 183–196

2. Derkowski W. Opportunities and risks arising from the properties of FRP materials used for structural strengthening. Procedia Engineering, 2015, 108: 371–379

3. Tan K H. Fiber-reinforced polymer reinforcement for concrete structures. In: Proceedings of the Sixth International Symposium on FRP Reinforcement for Concrete Structures (FRPRCS-6), Singapore 8–10 July, 2003

4. Garcez M R, Meneghetti L C, Pinto L C. Applying post-tensioning technique to improve the performance of FRP post-strengthening. Fiber Reinforced Polymers-The Technology Applied for Concrete Repair, Dr. Martin Masuelli (Ed.), January, 2013

5. Garcez M R, Silva Filho, GL CP, Meier U. Post-strengthening of reinforced concrete beams with prestressed CFRP strips. Part 1: analysis under static loading, Revista IBRACON de Estruturas Materiais, 2012, 5(3): 343–361

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