Experimental study on the performance of steel-concrete interfaces in circular concrete-filled double skin steel tube
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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 [10]
Cites
Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members
Han, L.-H., Li, W., & Bjorhovde, R. (2014) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2014.04.016 · Cited by 1,830 · see citing works
Self-citationPagoulatou, M., Sheehan, T., Dai, X., et al. (2014) · Engineering Structures · doi:10.1016/j.engstruct.2014.04.039 · Cited by 298 · see citing works
Bond behavior in concrete-filled steel tubes
Tao, Z., Song, T.-Y., Uy, B., & Han, L.-H. (2016) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2015.12.030 · Cited by 296 · see citing works
Self-citationConcrete-filled double skin steel tubular (CFDST) beam–columns subjected to cyclic bending
Han, L., Huang, H., Tao, Z., et al. (2006) · Engineering Structures · doi:10.1016/j.engstruct.2006.03.004 · Cited by 282 · see citing works
Self-citationConcrete-filled double skin (SHS outer and CHS inner) steel tubular beam-columns
Han, L., Tao, Z., Huang, H., et al. (2004) · Thin-Walled Structures · doi:10.1016/j.tws.2004.03.017 · Cited by 271 · see citing works
Self-citationLyu, W.-Q., & Han, L.-H. (2019) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2018.12.028 · Cited by 168 · see citing works
Self-citationPost-fire bond between the steel tube and concrete in concrete-filled steel tubular columns
Tao, Z., Han, L.-H., Uy, B., & Chen, X. (2011) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2010.09.006 · Cited by 152 · see citing works
Self-citationXu, C., Chengkui, H., Decheng, J., & Yuancheng, S. (2009) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2007.10.021 · Cited by 130 · see citing works
Bond behaviour of concrete-filled steel tubes at the Arctic low temperatures
Yan, J.-B., Xie, W., Zhang, L., & Lin, X.-C. (2019) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2019.03.168 · Cited by 90 · see citing works
Aly, T., Elchalakani, M., Thayalan, P., & Patnaikuni, I. (2010) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2009.08.002 · Cited by 89 · see citing works
Bond strength in concrete filled steel tubes
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Bond behavior of concrete-filled steel tubes at elevated temperatures
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Self-citation(1993) · The Structural Engineer · Cited by 56 · see citing works
Shear bond behaviors at interface of concrete-filled steel tube
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EXPERIMENTAL STUDY AND NUMERICAL ANALYSIS OF BOND-SLIP PERFORMANCE FOR CONCRETE FILLED STEEL TUBE
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Experimental study on the bond-slip between steel tube and self-compacting concrete
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Zhao, H., Li, J., Wang, R., Lam, D., & Zhang, Y. (2021) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2021.125532 · Cited by 50 · see citing works
Self-citationBond stress-slip relationship in concrete-filled square stainless steel tubes
Dai, P., Yang, L., Wang, J., Lin, M., & Fan, J. (2022) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2022.127001 · Cited by 45 · see citing works
Pushout tests for concrete-filled double skin steel tubes after exposure to fire
Li, W., Chen, B., Han, L.-H., & Packer, J. A. (2022) · Thin-Walled Structures · doi:10.1016/j.tws.2022.109274 · Cited by 29 · see citing works
Self-citationBond behaviour of round-ended recycled aggregate concrete filled steel tube (RE-RACFST) columns
Li, X., Wang, R., Zhao, H., Chen, M.-T., & Lam, D. (2023) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2022.107700 · Cited by 28 · see citing works
Self-citationThe bond behavior of the interface between high-strength concrete-filled double-skin steel tube
Liu, X., Huang, D., Hou, X., & Yu, S. (2025) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2024.109320 · Cited by 9 · see citing works
- Authors
- Li, W., Chen, B., Han, L.-H., & Lam, D.
- Affiliations
- Tsinghua University (CN)
- University of Bradford (GB)
- Corresponding author
- Li, Wei
- Venue
- Thin-Walled Structures
- Publisher
- Elsevier BV
- Published
- 2020-04
- Volume
- 149
- Pages
- 106660
- ISSN
- 0263-8231 (ISSN-L)
- OpenAlex
- W3005120063
- Cited by
- 66
- References
- 18
- Citations by year
- 2026: 12 · 2025: 12 · 2024: 15 · 2023: 12 · 2022: 8 · 2021: 6 · 2020: 1
- FWCI
- 3.94
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Thin-Walled Structures (publishedVersion)
- Funders
- National Natural Science Foundation 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 › Mechanical Engineering › Structural Integrity and Reliability Analysis
- Keywords
- steel-concrete interface, concrete-filled double-skin steel tubes, bond stress-slip relationship, push-out test, diameter-to-thickness ratio, hollow ratio, concrete shrinkage, bond strength
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