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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...

Ausführliche Beschreibung

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Bibliographische Detailangaben
Veröffentlicht in:Materials (Basel)
Hauptverfasser: Chalioris, Constantin E., Kosmidou, Parthena-Maria K., Karayannis, Chris G.
Format: Artigo
Sprache:Inglês
Veröffentlicht: MDPI 2019
Schlagworte:
Online Zugang: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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