Bond strength in concrete filled steel tubes
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The bond mechanism in composite columns is complex and depends on many geometrical and mechanical parameters.
“The bond mechanism in composite columns is complex and depends on many geometrical and mechanical parameters discussed elsewhere (Virdi and Bowling [2]; Hamdan and Hunaiti [3]; Hunaiti [4]).”
From Bond tests of partially encased composite columns (2010) · cites this paper as Virdi and Bowling [2]
Bond behaviour depends on the type of composite column, the shape of the section, the loading procedure, the type of load condition, and the concrete properties.
“Behaviour depends on the type of composite column (partially or fully encased, concrete-filled), the shape of the section (rectangular, square, circular), the loading procedure (on concrete, on steel, on both materials), the type of load condition (axial load, bending, tension, cyclic loads), the concrete properties (class, age, shrinkage, creep, temperature).”
From Bond tests of partially encased composite columns (2010) · cites this paper as Virdi and Bowling [2]
Increasing the D/t (B/t) ratio can lead to reductions in the ultimate bond stress of concrete-filled steel tubes.
“Virdi and Dowling [3], Roeder et al. [12], Parsley et al. [13], Chang et al. [14], Tao et al. [6], Qu et al. [15], Guan et al. [7], Lyu and Han [9] and Yan et al. [16] studied the effect of D/t (B/t) ratio on the bond strength of CFSTs and concluded that increasing D/t (B/t) can lead to reductions in the ultimate bond stress.”
From Bond stress-slip relationship in concrete-filled square stainless steel tubes (2022) · cites this paper as [3]
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Bond behavior in concrete-filled steel tubes
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Lyu, 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
Post-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
Bond behavior of concrete-filled steel tubes at elevated temperatures
Song, T.-Y., Tao, Z., Han, L.-H., & Uy, B. (2017) · Journal of Structural Engineering · doi:10.1061/(asce)st.1943-541x.0001890 · Cited by 75 · see citing works
Li, W., Chen, B., Han, L.-H., & Lam, D. (2020) · Thin-Walled Structures · doi:10.1016/j.tws.2020.106660 · Cited by 66 · see citing works
Dong, H., Chen, X., Cao, W., & Zhao, Y. (2020) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2020.105951 · Cited by 59 · see citing works
Push-out tests of concrete-filled stainless steel SHS tubes
Feng, R., Chen, Y., He, K., Wei, J., Chen, B., & Zhang, X. (2018) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2018.02.016 · Cited by 54 · see citing works
Bond 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
Debnath, P. P., Xu, F., & Chan, T.-M. (2023) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2023.107781 · Cited by 43 · see citing works
Dai, P., Yang, L., Wang, J., Fan, J., & Lin, M. (2021) · Thin-Walled Structures · doi:10.1016/j.tws.2021.108506 · Cited by 42 · see citing works
Li, H., Liu, Y., & Zhang, N. (2020) · Structures · doi:10.1016/j.istruc.2020.10.062 · Cited by 31 · see citing works
Bond 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
Analysis of shrinkage influence on bond in CFST elements filled with SCC
Szadkowska, M., & Szmigiera, E. (2021) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2021.106824 · Cited by 17 · see citing works
Study on the Bond-Slip Performance of CFSSTs Based on Push-Out Tests
Wang, L., Chen, H., Zhong, J., Chen, H., Xuan, W., Mi, S., & Yang, H. (2018) · Advances in Materials Science and Engineering · doi:10.1155/2018/2959827 · Cited by 13 · see citing works
Bond tests of partially encased composite columns
Department of Engineering, U. O. S. P. R. 2., Pecce, M., Ceroni, F., & Department of Engineering, U. O. S. P. R. 2. (2010) · Volume 6 Number 4 · doi:10.18057/ijasc.2010.6.4.5 · Cited by 10 · see citing works
- Authors
- Virdi, K. S., & Dowling, P. J.
- Venue
- IABSE
- Publisher
- IABSE
- Published
- 1980
- OpenAlex
- W3164120634
- Cited by
- 81
- References
- 0
- Citations by year
- 2025: 4 · 2024: 11 · 2023: 5 · 2022: 8 · 2021: 3 · 2020: 8 · 2019: 4 · 2018: 3 · 2017: 6 · 2016: 3 · 2015: 1 · 2012: 2
- FWCI
- 0.00
- Type
- journal article
- Language
- en
- Open access
- green
- doi.org
- Locations
- E-Periodica
- 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 › Structural Engineering and Materials Analysis
- Keywords
- bond strength, concrete-filled steel tubes, steel-concrete interface, composite structures
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