Cyclic Response of Steel Fiber Reinforced Concrete Slender Beams: An Experimental Study

Reinforced concrete (RC) beams under cyclic loading usually suffer from reduced aggregate interlock and eventually weakened concrete compression zone due to severe cracking and the brittle nature of compressive failure. On the other hand, the addition of steel fibers can reduce and delay cracking an...

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Detalles Bibliográficos
Autores principales: Chalioris, Constantin E., Kosmidou, Parthena-Maria K., Karayannis, Chris G.
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2019
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6539260/
https://www.ncbi.nlm.nih.gov/pubmed/31035704
http://dx.doi.org/10.3390/ma12091398

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6539260/
https://www.ncbi.nlm.nih.gov/pubmed/31035704
http://dx.doi.org/10.3390/ma12091398

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