RC beams flexurally strengthened with CFRP sheets combined with FRC layer for mitigating debonding failures
Author:
Funder
King Fahd University of Petroleum and Minerals
Publisher
Elsevier BV
Reference38 articles.
1. Flexural Behavior of Continuous FRP-Reinforced Concrete Beams;El-Mogy;J. Compos. Constr.,2010
2. Strengthening of RC members with near-surface mounted CFRP rods;Al-Mahmoud;Compos Struct.,2009
3. Flexural load testing of concrete-filled FRP tubes with longitudinal steel and FRP rebar;Cole;J. Compos. Constr.,2006
4. Shear behavior of flexural CFRP-strengthened RC beams with crack-induced delamination: Experimental investigation and strength model;Mukhtar;Compos Struct.,2021
5. Structural performances of short steel-fiber reinforced concrete beams with externally bonded FRP sheets;Yin;Constr. Build. Mater.,2003
Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Experimental and numerical investigations on shear behavior of RC beams strengthened with U-wrapped PET FRP;Composite Structures;2024-09
2. Experimental and numerical study on the flexural properties of RC beams with different CFRP-strengthened schemes;Journal of Building Engineering;2024-09
3. Understanding and Addressing Multi-faceted Failures in Building Structures;Journal of Failure Analysis and Prevention;2024-08
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