Compressive behaviour of UHPC-filled square high-strength steel tube stub columns under eccentric loading
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The use of steel fibers in UHPC-filled steel tube members can significantly improve the ductility, compressive ultimate bearing capacity, and flexural ultimate bearing capacity of these members.
“The use of steel fibers in UHPC-filled steel tube (UHPC-FST) members can significantly improve the ductility, as well as compressive and flexural ultimate bearing capacity, of these members [19,20,21,22,23].”
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 [20]
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Deng, N., Zhao, H., Yao, D., & Tang, Z. (2023) · Materials · doi:10.3390/ma16103836 · Cited by 14 · see citing works
- Authors
- Hu, J., Huang, Y., Li, W., Zhang, S., & Rao, S.
- Affiliations
- Huazhong University of Science and Technology (CN)
- University of Calgary (CA)
- China University of Mining and Technology (CN)
- Corresponding author
- Li, Weijie
- Venue
- Journal of Constructional Steel Research
- Publisher
- Elsevier BV
- Published
- 2022-11
- Volume
- 198
- Pages
- 107558
- ISSN
- 0143-974X (ISSN-L)
- OpenAlex
- W4296462550
- Cited by
- 37
- References
- 37
- Citations by year
- 2026: 9 · 2025: 10 · 2024: 11 · 2023: 7
- FWCI
- 3.15
- Type
- journal article
- Language
- en
- Open access
- closed
- Licence
- Locations
- Journal of Constructional Steel Research (publishedVersion)
- Funders
- China Postdoctoral Science Foundation (2020M680578)
- 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 › Innovative concrete reinforcement materials
- Keywords
- ultra-high performance concrete, concrete-filled steel tube columns, high-strength steel tubes, stub columns, eccentric loading, steel fibers, confinement effects, bearing capacity, ductility, compressive properties, finite element analysis
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