Experimental Study on Shear Capacity of High Strength Reinforcement Concrete Deep Beams with Small Shear Span–Depth Ratio

This study aimed to investigate the shear capacity performance for eight deep beams with HTRB600 reinforced high strength concrete under concentrated load to enable a better understanding of the effects of shear span–depth ratio, longitudinal reinforcement ratio, vertical stirrup ratio and in order...

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Detalles Bibliográficos
Autores principales: Zhang, Jun-Hong, Li, Shu-Shan, Xie, Wei, Guo, Yang-Dong
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2020
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7085055/
https://www.ncbi.nlm.nih.gov/pubmed/32182744
http://dx.doi.org/10.3390/ma13051218

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7085055/
https://www.ncbi.nlm.nih.gov/pubmed/32182744
http://dx.doi.org/10.3390/ma13051218

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