Impact of Reinforcement Ratio on Shear Behavior of I-Shaped UHPC Beams with and without Fiber Shear Reinforcement

In the presented paper, the impacts of steel fiber use and tensile reinforcement ratio on shear behavior of Ultra-High Performance Concrete (UHPC) beams were investigated from the point of different tensile reinforcement ratios. In the scope of the experimental program, a total of eight beams consis...

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Detalles Bibliográficos
Autores principales: Yavas, Altug, Goker, Cumali Ogun
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2020
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7177452/
https://www.ncbi.nlm.nih.gov/pubmed/32225047
http://dx.doi.org/10.3390/ma13071525

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7177452/
https://www.ncbi.nlm.nih.gov/pubmed/32225047
http://dx.doi.org/10.3390/ma13071525

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