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Influence of FRP Reinforcement Ratio on the Ductility Values of Concrete Beams with Hybrid FRP-Steel Reinforcement
Date
2018-09-14
Author
Kartal, Saruhan
Kalkan, İlker
Mertol, Halit Cenan
Baran, Eray
Metadata
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URI
https://hdl.handle.net/11511/83371
Conference Name
13th İnternational congress onadvances in civil engineering
Collections
Unverified, Conference / Seminar
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The present study pertains to the influence of variation of FRP (Fiber Reinforced Polymer) proportion in tension reinforcement on the flexural behavior of RC beams with FRP and steel reinforcing bars. A total of 25 beams, including FRP-, steel- and hybrid FRP-steel reinforced ones, were tested to failure under four-point bending. Two types of FRP bars, GFRP (Glass Fiber Reinforced Polymer) and BFRP (Basalt Fiber Reinforced Polymer), were used and both over- and under-reinforced beams were tested. The beams ...
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S. Kartal, İ. Kalkan, H. C. Mertol, and E. Baran, “Influence of FRP Reinforcement Ratio on the Ductility Values of Concrete Beams with Hybrid FRP-Steel Reinforcement,” presented at the 13th İnternational congress onadvances in civil engineering, 2018, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/83371.