Tensile Performance Test Research of Hybrid Steel Fiber—Reinforced Self-Compacting Concrete

Notched beam specimens were loaded by the three-point bending test device, and the effects of different volume contents and combinations of steel fibers on the tensile properties of hybrid steel fiber–reinforced self-compacting concrete (HSFRSCC) were studied. The failure law and strain field distri...

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Detalles Bibliográficos
Autores principales: Gong, Chenjie, Kang, Lei, Zhou, Wenhan, Liu, Linghui, Lei, Mingfeng
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9919092/
https://www.ncbi.nlm.nih.gov/pubmed/36770121
http://dx.doi.org/10.3390/ma16031114

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9919092/
https://www.ncbi.nlm.nih.gov/pubmed/36770121
http://dx.doi.org/10.3390/ma16031114

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