Experimental Investigation of Flexural Behavior of Ultra-High-Performance Concrete with Coarse Aggregate-Filled Steel Tubes

This paper presents an experimental investigation of flexural behavior of circular ultra-high-performance concrete with coarse aggregate (CA-UHPC)-filled steel tubes (CA-UHPCFSTs). A total of seven flexural members were tested under a four-point bending load. The failure modes, overall deflection cu...

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Detalles Bibliográficos
Autores principales: Wu, Fanghong, Zeng, Yanqin, Li, Ben, Lyu, Xuetao
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8585296/
https://www.ncbi.nlm.nih.gov/pubmed/34771879
http://dx.doi.org/10.3390/ma14216354

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8585296/
https://www.ncbi.nlm.nih.gov/pubmed/34771879
http://dx.doi.org/10.3390/ma14216354

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