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Enhancing shear strength of RC beams through externally bonded reinforcement with stainless-steel strips and FRCM jacket to mitigate the failure risk

This study aims to assess the efficacy of innovative and sustainable methods in improving the shear performance of Reinforced Concrete (RC) beams lacking shear stirrups. Eleven specimens, including two control specimens and nine strengthened ones, underwent monotonic loading through three-point test...

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Principais autores: Mohamed Ghalla, Moataz Badawi, Ehab A. Mlybari, Jong Wan Hu
Format: Artigo
Sprog:Inglês
Udgivet: Elsevier 2024-06-01
Serier:Results in Engineering
Fag:
Shear failure
FRCM
RC beams
EBR
ECC
Stainless-steel
Online adgang:http://www.sciencedirect.com/science/article/pii/S2590123024005012
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