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Various configurations of externally bonded strain-hardening cementitious composite reducing shear failure risk of defected RC beams

This study delves into the efficacy of external strengthening methods in improving the shear behavior of defected reinforced concrete (RC) beams that lack shear stirrups, utilizing both experimental and numerical methodologies. Failure risk of such beams is a potential threat which is mitigated care...

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Principais autores: Alireza Bahrami, Mohamed Ghalla, Galal Elsamak, Moataz Badawi, Ehab A. Mlybari, Fathi A. Abdelmgeed
Formato: Artigo
Idioma:Inglês
Publicado em: Frontiers Media S.A. 2024-10-01
coleção:Frontiers in Materials
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Acesso em linha:https://www.frontiersin.org/articles/10.3389/fmats.2024.1373292/full
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