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

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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Bibliographic Details
Main Authors:	Fanghong Wu, Yanqin Zeng, Ben Li, Xuetao Lyu
Format:	Article
Language:	English
Published:	MDPI AG 2021-10-01
Series:	Materials
Subjects:	UHPC with coarse aggregate (CA-UHPC) concrete-filled steel tube circular section flexural stiffness flexural capacity
Online Access:	https://www.mdpi.com/1996-1944/14/21/6354

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