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...

Description complète

Enregistré dans:

Détails bibliographiques
Auteurs principaux:	Fanghong Wu, Yanqin Zeng, Ben Li, Xuetao Lyu
Format:	article
Langue:	EN
Publié:	MDPI AG 2021
Sujets:	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
Accès en ligne:	https://doaj.org/article/123c53b3d7904ac8a4bdf56b5ac81e2e
Tags:	Ajouter un tag Pas de tags, Soyez le premier à ajouter un tag!

Soyez le premier à ajouter un commentaire!

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

Documents similaires