Structural behavior of UHPC filled steel tube columns under axial loading
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The ductility of UHPC-FSTCs is lower than that of CFSTs, and the strengthening effect of steel tubes on UHPC is insignificant.
“However, the ductility of UHPC-FSTCs is lower than that of CFSTs, and the strengthening effect of steel tubes on UHPC is insignificant [18].”
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 [18]
Cites
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Structural behavior of UHPC filled steel tubular columns under eccentric loading
Zhang, R., Chen, S., Gu, P., & Huang, Y. (2020) · Thin-Walled Structures · doi:10.1016/j.tws.2020.106959 · Cited by 88 · see citing works
Self-citationBond-slip behavior between high-strength steel tube and Ultra-high Performance Concrete
Cao, X., Xie, X.-D., Zhang, T.-Y., & Du, G.-F. (2023) · Structures · doi:10.1016/j.istruc.2022.11.052 · Cited by 57 · see citing works
Wu, F., Zeng, Y., Li, B., & Lyu, X. (2021) · Materials · doi:10.3390/ma14216354 · Cited by 15 · see citing works
Deng, N., Zhao, H., Yao, D., & Tang, Z. (2023) · Materials · doi:10.3390/ma16103836 · Cited by 14 · see citing works
“However, the ductility of UHPC-FSTCs is lower than that of CFSTs, and the strengthening effect of steel tubes on UHPC is insignificant [18].”
Background
- Authors
- Chen, S., Zhang, R., Jia, L.-J., Wang, J.-Y., & Gu, P.
- Affiliations
- Tongji University (CN)
- Corresponding author
- Chen, Shiming
- Venue
- Thin-Walled Structures
- Publisher
- Elsevier BV
- Published
- 2018-09
- Volume
- 130
- Pages
- 550-563
- ISSN
- 0263-8231 (ISSN-L)
- OpenAlex
- W2810621787
- Cited by
- 181
- References
- 28
- Citations by year
- 2026: 20 · 2025: 29 · 2024: 37 · 2023: 38 · 2022: 17 · 2021: 23 · 2020: 12 · 2019: 4 · 2018: 1
- FWCI
- 8.99
- Type
- journal article
- Language
- en
- Open access
- bronze
- doi.org
- Licence
- Locations
- Thin-Walled Structures (acceptedVersion)
- Funders
- Science and Technology Commission of Shanghai Municipality (13231200603)
- High Peak Discipline Research Fund
- 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
- ultra-high performance concrete, axial compression, axial compressive strength, failure modes, load-deformation relationship, steel tube confinement, design code comparison, high-strength steel
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