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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| Autores principales: | , , , , , |
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| Formato: | Artigo |
| Lenguaje: | Inglês |
| Publicado: |
Frontiers Media S.A.
2024-10-01
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| Colección: | Frontiers in Materials |
| Materias: | |
| Acceso en línea: | https://www.frontiersin.org/articles/10.3389/fmats.2024.1373292/full |
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