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Composite action in concrete filled tubes
Abstract
This paper studies composite action in concrete filled tubes (CFT) that have dimensions and proportions like those used in U.S. practice. CFT applications in buildings and the importance of bond stress and interface conditions to behavior are noted, past research is summarized, and the combined results are analyzed. An experimental study is described and evaluated. It is shown that shrinkage can be very detrimental to bond stress capacity, and the importance of shrinkage depends upon the characteristics of the concrete, the diameter of the tube, and the surface condition at the inside of the tube. The bond capacity is smaller with large diameter tubes and large d/t ratios. The bond capacity is interrelated with slip at the steel concrete interface. An exponential distribution of bond stress is expected prior to slip, and a more uniform distribution occurs after slip. An equation that estimates the bond stress capacity is developed, and this leads to design recommendations at different performance levels.
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In the citing paper
“Therefore, the phenomenon of concrete shrinkage was not considered, which is proved by studies conducted by Shakir-Khalil [14,15], Roeder, Cameron, Brown [13], Xu et al. [23], it has a significant impact on reducing bond strengths between steel and concrete.”
From Analysis of shrinkage influence on bond in CFST elements filled with SCC (2021) · cites this paper as Roeder, Cameron, Brown [13]
In the citing paper
“In their opinion, due to the concrete shrinkage phenomenon, the bond strengths between both materials decrease as the diameter of the steel tube increases or the ratio of the diameter of the steel tube to the thickness of its wall increases.”
From Analysis of shrinkage influence on bond in CFST elements filled with SCC (2021) · cites this paper as Roeder, Cameron and Brown [13]
In the citing paper
“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 [12]
In the citing paper
“Roeder et al. [12] studied the composite action in concrete-filled tubes, concluding that an exponential distribution of bond stress is expected prior to slip and a more uniform distribution occurs after the slip.”
From Bond stress-slip relationship in concrete-filled square stainless steel tubes (2022) · cites this paper as [12]
Citations
Cited by
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
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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
Xu, C., Chengkui, H., Decheng, J., & Yuancheng, S. (2009) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2007.10.021 · Cited by 130
Bond-slip behaviour of concrete-filled stainless steel circular hollow section tubes
Chen, Y., Feng, R., Shao, Y., & Zhang, X. (2017) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2016.12.012 · Cited by 111
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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
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
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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
Lu, Y., Liu, Z., Li, S., & Li, N. (2018) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2017.10.085 · Cited by 73
Li, W., Chen, B., Han, L.-H., & Lam, D. (2020) · Thin-Walled Structures · doi:10.1016/j.tws.2020.106660 · Cited by 66
Refining bond-slip constitutive relationship between checkered steel tube and concrete
Chen, L., Dai, J., Jin, Q., Chen, L., & Liu, X. (2015) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2014.12.058 · Cited by 61
Bond behavior of concrete-filled steel tube columns using manufactured sand (MS-CFT)
Guan, M., Lai, Z., Xiao, Q., Du, H., & Zhang, K. (2019) · Engineering Structures · doi:10.1016/j.engstruct.2019.02.054 · Cited by 60
Dong, H., Chen, X., Cao, W., & Zhao, Y. (2020) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2020.105951 · Cited by 59
Bond-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
Push-out tests and bond strength of rectangular CFST columns
Qu, X., Chen, Z., Nethercot, D. A., Gardner, L., & Theofanous, M. (2015) · Steel and Composite Structures · doi:10.12989/scs.2015.19.1.021 · Cited by 49
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
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
Debnath, P. P., Xu, F., & Chan, T.-M. (2023) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2023.107781 · Cited by 43
Bond-slip behaviour of concrete filled double skin steel tubular (CFDST) columns
Hasan, H. G., & Ekmekyapar, T. (2021) · Marine Structures · doi:10.1016/j.marstruc.2021.103061 · Cited by 41
Dai, P., Yang, L., Wang, J., Fan, J., & Lin, M. (2021) · Thin-Walled Structures · doi:10.1016/j.tws.2021.108506 · Cited by 42
Lu, Y., Liu, Z., Li, S., & Tang, W. (2018) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2018.01.144 · Cited by 37
Shear transfer mechanisms in composite columns: an experimental study
De Nardin, S., & El Debs, A. L. H. C. (2007) · Steel and Composite Structures · doi:10.12989/scs.2007.7.5.377 · Cited by 36
Li, H., Liu, Y., & Zhang, N. (2020) · Structures · doi:10.1016/j.istruc.2020.10.062 · Cited by 31
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
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
Axial slenderness limits for duplex and lean duplex stainless steel-concrete composite columns
Kazemzadeh Azad, S., Li, D., & Uy, B. (2020) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2020.106175 · Cited by 24
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
Deng, N., Zhao, H., Yao, D., & Tang, Z. (2023) · Materials · doi:10.3390/ma16103836 · Cited by 14
Li, D., Wu, C., Song, H., Li, L., Lv, G., & Yang, F. (2024) · Buildings · doi:10.3390/buildings14082516 · Cited by 5
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Metadata
- Authors
- Roeder, C. W., Cameron, B., & Brown, C. B.
- Affiliations
- Member, ASCE,
- Venue
- Journal of Structural Engineering
- Published
- 1999
- References
- 0
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Bibliographic data: Semantic Scholar, OpenAlex, Crossref.
Contains information from the Semantic Scholar Academic Graph Datasets, made available under the ODC Attribution License (ODC-BY 1.0).
Semantic Scholar’s data is described in: Kinney, R., et al. (2023). The Semantic Scholar Open Data Platform. arXiv:2301.10140.
