Bond-slip behavior of large high-strength concrete-filled circular steel tubes with different constructions
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Studs or steel tie structures can significantly improve the interfacial bond strength and energy-dissipation capacity of UHPC-filled circular steel tubes.
“Dong Hongying [40] found that studs or steel tie structures can significantly improve the interfacial bond strength and energy–dissipation capacity of UHPC-filled circular steel tubes.”
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 [40]
In some loading cases, such as CFST columns in beam-column joints and braced frames, under lateral load, CFST beams under bending, and CFST structures under seismic load, the outer steel tube or core concrete may be subjected to a larger force alone, leading to greater slip.
“In some loading cases (e.g.CFST columns used in beam-column joints and braced frames [8] or subjected to lateral load [10], CFST beams under bending [10] and CFST structures under seismic load [11]), the outer steel tube or core concrete may be subjected to a larger force alone, which will lead to a greater slip.”
From Bond stress-slip relationship in concrete-filled square stainless steel tubes (2022) · cites this paper as [11]
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Bond stress-slip relationship in concrete-filled square stainless steel tubes
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“Dong Hongying [40] found that studs or steel tie structures can significantly improve the interfacial bond strength and energy–dissipation capacity of UHPC-filled circular steel tubes.”
BackgroundLi, D., Wu, C., Song, H., Li, L., Lv, G., & Yang, F. (2024) · Buildings · doi:10.3390/buildings14082516 · Cited by 5 · see citing works
Investigation on the bond-slip behavior of recycled aggregate concrete-filled steel tube with studs
Cai, G., Sun, B., Zeng, S., Yang, P., & Zhang, J. (2025) · PLoS ONE · doi:10.1371/journal.pone.0325279 · Cited by 1 · see citing works
- Authors
- Dong, H., Chen, X., Cao, W., & Zhao, Y.
- Affiliations
- Beijing University of Technology (CN)
- Corresponding author
- Cao, Wanlin
- ORCID
- Cao, Wanlin
- Venue
- Journal of Constructional Steel Research
- Publisher
- Elsevier BV
- Published
- 2020-04
- Volume
- 167
- Pages
- 105951
- ISSN
- 0143-974X (ISSN-L)
- OpenAlex
- W3006516303
- Cited by
- 59
- References
- 25
- Citations by year
- 2026: 14 · 2025: 8 · 2024: 14 · 2023: 7 · 2022: 6 · 2021: 6 · 2020: 4
- FWCI
- 3.36
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Journal of Constructional Steel Research (publishedVersion)
- Funders
- Ministry of Science and Technology of the People's Republic of China
- 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 › Seismic Performance and Analysis
- Keywords
- bond-slip behavior, high-strength concrete, recycled aggregate concrete, steel-concrete interface, push-out test, load-slip curves, bond strength, interfacial bonding
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