Analysis of Shear Model for Steel-Fiber-Reinforced High-Strength Concrete Corbels with Welded-Anchorage Longitudinal Reinforcement

According to the shear capacity test results of six steel-fiber-reinforced high-strength concrete (SFHSC) corbels with welded-anchorage longitudinal reinforcement under concentrated load, the effects of shear span ratio and steel fiber volume fraction on the failure mode, cracking load and ultimate...

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Detalles Bibliográficos
Autores principales: Li, Shu-Shan, Peng, Die, Wang, Heng, Zhang, Feng-Jian, Li, Hong-Mei, Xie, Yi-Jun, Chen, Ai-Jiu, Xie, Wei
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10381473/
https://www.ncbi.nlm.nih.gov/pubmed/37512182
http://dx.doi.org/10.3390/ma16144907

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10381473/
https://www.ncbi.nlm.nih.gov/pubmed/37512182
http://dx.doi.org/10.3390/ma16144907

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