Mechanical response of slender ultra-high-strength concrete filled high-strength steel tube columns under eccentric compression

Mechanical response of slender ultra-high-strength concrete filled high-strength steel tube columns under eccentric compression

This study bridges the knowledge gap regarding the eccentric compression behavior of circular ultra-high-strength concrete filled high-strength steel tube (CuFShT) columns. Tests on 12 medium-length CuFShT specimens with varying steel contents and load eccentricities revealed their failure modes, lo...

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Bibliographic Details
Main Authors:	Xia Luo, Xinye Yu, Jiangang Wei, Chenchen Jiang, Yan Yang
Format:	Article
Language:	English
Published:	Elsevier 2025-07-01
Series:	Case Studies in Construction Materials
Subjects:	Concrete filled steel tube High strength Eccentric compression Slender column Bearing capacity
Online Access:	http://www.sciencedirect.com/science/article/pii/S2214509525005601
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