Selected Shear Models Based on the Analysis of the Critical Shear Crack for Slender Concrete Beams without Shear Reinforcement

This paper is devoted to the shear of slender concrete beams flexurally reinforced with two types of reinforcement: steel and fiber-reinforced polymer (FRP) without transversal reinforcement. The paper presents four theoretical models for calculating the shear capacity of the collected test database...

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Detalles Bibliográficos
Autores principales: Kaszubska, Monika, Kotynia, Renata
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9696225/
https://www.ncbi.nlm.nih.gov/pubmed/36431745
http://dx.doi.org/10.3390/ma15228259

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9696225/
https://www.ncbi.nlm.nih.gov/pubmed/36431745
http://dx.doi.org/10.3390/ma15228259

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