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:	Fanghong Wu, Yanqin Zeng, Ben Li, Xuetao Lyu
Formato:	article
Lenguaje:	EN
Publicado:	MDPI AG 2021
Materias:	UHPC with coarse aggregate (CA-UHPC) concrete-filled steel tube circular section flexural stiffness flexural capacity Technology T Electrical engineering. Electronics. Nuclear engineering TK1-9971 Engineering (General). Civil engineering (General) TA1-2040 Microscopy QH201-278.5 Descriptive and experimental mechanics QC120-168.85
Acceso en línea:	https://doaj.org/article/123c53b3d7904ac8a4bdf56b5ac81e2e
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Experimental Investigation of Flexural Behavior of Ultra-High-Performance Concrete with Coarse Aggregate-Filled Steel Tubes

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