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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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
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https://doaj.org/article/123c53b3d7904ac8a4bdf56b5ac81e2e

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