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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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| Publicado en: | Materials (Basel) |
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| Autores principales: | , , |
| Formato: | Artigo |
| Lenguaje: | Inglês |
| Publicado: |
MDPI
2019
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| Materias: | |
| Acceso en línea: | 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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