Effect of increasing the number of anchors on the flexural performance of FRP-strengthened RC beams
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Elsevier BV
Reference27 articles.
1. Flexural strengthening of reinforced concrete beams with externally bonded hybrid systems;Abdalla;Procedia Structural Integrity,2020
2. CFRP mechanical anchorage for externally strengthened RC beams under flexure;Ali;Physics Procedia,2014
3. Effects of Ratio of CFRP Plate Length to Shear Span and End Anchorage on Flexural Behavior of SCC RC Beams;Al-Tamimi;Journal of Composites for Construction,2011
4. Modeling the behavior of CFRP-strengthened RC slabs under fire exposure;Assad;Procedia Structural Integrity,2022
5. Finite Element Simulation of FRP-Strengthened Thin RC Slabs;Assad;Journal of Composites Science,2022
Cited by 2 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. Flexural strengthening of RC beams using PGFRP bars embedded in strain-hardening cementitious composites (SHCC);Engineering Structures;2024-10
2. Flexural behavior of historical RC beams strengthened with hybrid FRP sheets;Case Studies in Construction Materials;2024-07
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