Axial performance of short concrete filled steel tubes with high- and ultra-high-strength materials
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UHPC and steel tubes are compatible, based on studies of the relationship between strength increase and ductility indices of UHPC-filled steel tube columns and the diameter-to-thickness ratios of the steel tubes.
“Studies on the relationship between the strength increase and ductility indices of UHPC-filled steel tube columns (UHPC-FSTCs) and the diameter-to-thickness ratios of the steel tubes [16,17] have found that the two materials are compatible.”
From Bond-Slip Performances of Ultra-High Performance Concrete Steel Tube Columns Made of a Large-Diameter Steel Tube with Internally Welded Steel Bars (2023) · cites this paper as [17]
Cites
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Structural behavior of UHPC filled steel tube columns under axial loading
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Experimental study on circular steel tube-confined reinforced UHPC columns under axial loading
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Behaviour of steel tubular members infilled with ultra high strength concrete
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Self-citationStructural behavior of UHPC filled steel tubular columns under eccentric loading
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“Studies on the relationship between the strength increase and ductility indices of UHPC-filled steel tube columns (UHPC-FSTCs) and the diameter-tothickness ratios of the steel tubes [16,17] have found that the two materials are compatible.”
Background
- Authors
- Xiong, M.-X., Xiong, D.-X., & Liew, J. Y. R.
- Affiliations
- Guangdong University of Technology (CN)
- National University of Singapore (SG)
- Nanjing Tech University (CN)
- Corresponding author
- Xiong, Ming-Xiang
- Venue
- Engineering Structures
- Publisher
- Elsevier BV
- Published
- 2017-04
- Volume
- 136
- Pages
- 494-510
- ISSN
- 0141-0296 (ISSN-L)
- OpenAlex
- W2585708975
- Cited by
- 438
- References
- 21
- Citations by year
- 2026: 35 · 2025: 61 · 2024: 52 · 2023: 82 · 2022: 56 · 2021: 54 · 2020: 49 · 2019: 29 · 2018: 16 · 2017: 4
- FWCI
- 28.05
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Engineering Structures (publishedVersion)
- Funders
- A∗STAR (092 142 0045)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Load-Bearing Analysis
- Physical Sciences › Engineering › Building and Construction › Structural Behavior of Reinforced Concrete
- Physical Sciences › Engineering › Civil and Structural Engineering › Fire effects on concrete materials
- Keywords
- concrete-filled steel tubes, high-strength steel, ultra-high strength concrete, ultimate limit state, design code comparison, design guidelines, high-rise buildings, composite members
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