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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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Bibliografski detalji
Izdano u:Materials (Basel)
Glavni autori: Chalioris, Constantin E., Kosmidou, Parthena-Maria K., Karayannis, Chris G.
Format: Artigo
Jezik:Inglês
Izdano: MDPI 2019
Teme:
Online pristup:https://ncbi.nlm.nih.gov/pmc/articles/PMC6539260/
https://ncbi.nlm.nih.gov/pubmed/31035704
https://ncbi.nlm.nih.govhttp://dx.doi.org/10.3390/ma12091398
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