The DOI matches its Crossref record.
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
Lyu, W.-Q., & Han, L.-H. (2019) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2018.12.028 · Cited by 168
Effects of debonding on circular CFST stub columns
Xue, J.-Q., Briseghella, B., & Chen, B.-C. (2012) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2011.08.002 · Cited by 156
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
Xu, C., Chengkui, H., Decheng, J., & Yuancheng, S. (2009) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2007.10.021 · Cited by 130
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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How to cite
Cite CoChat for the checks on this page, and the paper for its own findings.
- This page
- CoChat. (2026). Citation check: Composite action in concrete filled tubes. https://app.cochat.ai/papers/10.1061/(asce)0733-9445(1999)125:5(477
- The paper
- Roeder, C. W., Cameron, B., & Brown, C. B. (1999). Composite action in concrete filled tubes. Journal of Structural Engineering. https://doi.org/10.1061/(asce)0733-9445(1999)125%3A5(477
Data sources
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.
