Experimental and Numerical Investigations of Octagonal High-Strength Steel Tubular Stub Columns under Combined Compression and Bending
Publication: Journal of Structural Engineering
Volume 147, Issue 1
Abstract
An experimental and numerical study on the octagonal high-strength steel tubular stub columns under combined compression and bending is presented in this paper. Octagonal high-strength steel tubular stub column specimens with different sizes were prepared. Experiments were performed on these specimens under concentric compression or eccentric compression, which induced various combinations of compression and bending on the structures. In addition, a numerical study through finite-element modeling was also conducted. A finite-element model was developed and validated to be capable of accurately replicating the experimental results. Subsequent parametric studies using the validated model were performed on the structures with a wide range of dimensions and under various combinations of compression and bending. Based on both experimental and parametric studies results, the applicability of existing design approaches in European and American Standards to the structures subject to combined compression and bending was evaluated. The evaluation results show that the design approaches from the standards, especially the compression and bending interaction relationship, provide conservative strength predictions and can be safely applied to the structures.
Get full access to this article
View all available purchase options and get full access to this article.
Data Availability Statement
Some or all data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The research work presented in this paper was supported by a grant from the Research Grants Council of the Hong Kong Special Administrative Region, China (Project No. PolyU 152189/18E). The authors also appreciate the support from the Chinese National Engineering Research Centre for Steel Construction (Hong Kong Branch) at The Hong Kong Polytechnic University.
References
AISC. 2016. Specification for structural steel buildings. Chicago: AISC.
Alechnavičius, V., and J. Bálint. 2014. “Long span high strength steel trusses.” Master thesis, Dept. of Civil, Environmental and Natural Resources Engineering, Luleå Univ. of Tech.
Aoki, T., Y. Migita, and Y. Fukumoto. 1991. “Local buckling strength of closed polygon folded section columns.” J. Constr. Steel Res. 20 (4): 259–270. https://doi.org/10.1016/0143-974X(91)90077-E.
ASCE. 2011. Design of steel transmission pole structures. Reston, VA: ASCE.
Bulson, P. S. 1969. “The strength of thin-walled tubes formed from flat elements.” Int. J. Mech. Sci. 11 (7): 613–620. https://doi.org/10.1016/0020-7403(69)90060-5.
CEN (European Committee for Standardization). 2002. Eurocode—Basis of structural design. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2005. Eurocode 3: Design of steel structures—Part 1-1: General rules and rules for buildings. Brussels, Belgium: CEN.
Chen, J. B., J. Y. Zhu, and T. M. Chan. 2020. “Experimental and numerical investigation on stub column behavior of cold-formed octagonal hollow sections.” Eng. Struct. 214 (Jul): 110669. https://doi.org/10.1016/j.engstruct.2020.110669.
Fang, H., and T. M. Chan. 2018. “Axial compressive strength of welded S460 steel columns at elevated temperatures.” Thin Walled Struct. 129 (Aug): 213–224. https://doi.org/10.1016/j.tws.2018.04.006.
Fang, H., and T. M. Chan. 2019a. “Buckling resistance of welded high-strength-steel box-section members under combined compression and bending.” J. Constr. Steel Res. 162 (Nov): 105711. https://doi.org/10.1016/j.jcsr.2019.105711.
Fang, H., and T. M. Chan. 2019b. “Resistance of axially loaded hot-finished S460 and S690 steel square hollow stub columns at elevated temperatures.” Struct. 17 (Feb): 66–73. https://doi.org/10.1016/j.istruc.2018.11.011.
Fang, H., T. M. Chan, and B. Young. 2018a. “Material properties and residual stresses of octagonal high strength steel hollow sections.” J. Constr. Steel Res. 148 (Sep): 479–490. https://doi.org/10.1016/j.jcsr.2018.06.007.
Fang, H., T. M. Chan, and B. Young. 2018b. “Structural performance of cold-formed high strength steel tubular columns.” Eng. Struct. 177 (Dec): 473–488. https://doi.org/10.1016/j.engstruct.2018.09.082.
Fang, H., T. M. Chan, and B. Young. 2019. “Behavior of octagonal high-strength steel tubular stub columns.” J. Struct. Eng. 145 (12): 04019150. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002429.
Galambos, T. V. 1988. Guide to stability design criteria for metal structures. 4th ed. New York: Wiley.
Godat, A., F. Legeron, and D. Bazonga. 2012. “Stability investigation of local buckling behavior of tubular polygon columns under concentric compression.” Thin Walled Struct. 53 (Apr): 131–140. https://doi.org/10.1016/j.tws.2011.12.013.
Gonçalves, R., and D. Camotim. 2013. “Elastic buckling of uniformly compressed thin-walled regular polygonal tubes.” Thin Walled Struct. 71 (Oct): 35–45. https://doi.org/10.1016/j.tws.2013.04.016.
Griffis, G. L., G. Axmann, B. V. Patel, C. M. Waggoner, and J. Vinson. 2003. “High-strength steel in the long-span retractable roof of reliant stadium.” In Proc., NASCC, 1–9. Chicago: AISC.
Ma, J. L., T. M. Chan, and B. Young. 2016. “Experimental investigation on stub-column behavior of cold-formed high strength steel tubular sections.” J. Struct. Eng. 142 (5): 04015174. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001456.
Ma, J. L., T. M. Chan, and B. Young. 2019. “Cold-formed high-strength steel rectangular and square hollow sections under combined compression and bending.” J. Struct. Eng. 145 (12): 04019154. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002446.
Manoleas, P., E. Koltsakis, and M. Veljkovic. 2017. “Multiplanar K-joints on cold-formed open sections.” In Proc., 8th European Conf. on Steel and Composite Structures, 629–638. Hoboken, NJ: Wiley.
Migita, Y., and Y. Fukumoto. 1997. “Local buckling behavior of polygonal sections.” J. Constr. Steel Res. 41 (2–3): 221–233. https://doi.org/10.1016/S0143-974X(97)00008-4.
Naohiro, W., I. Kikuo, O. Tadayoshi, and K. Yosuke. 2017. “Local buckling behavior of octagonal hollow cross-section member under axial compression or bending shear.” In Proc., 8th European Conf. on Steel and Composite Structures, 1116–1122. Hoboken, NJ: Wiley.
Rasmussen, K. J. R., and G. J. Hancock. 1993. “Design of cold-formed stainless steel tubular members. I: Columns.” J. Struct. Eng. 119 (8): 2349–2367. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:8(2349).
Rasmussen, K. J. R., and G. J. Hancock. 1995. “Tests of high strength steel columns.” J. Constr. Steel Res. 34 (1): 27–52. https://doi.org/10.1016/0143-974X(95)97296-A.
Shi, G., F. X. Hu, and Y. J. Shi. 2014. “Recent research advances of high strength steel structures and codification of design specification in China.” Int. J. Steel Struct. 14 (4): 873–887. https://doi.org/10.1007/s13296-014-1218-7.
Somodi, B., and B. Kövesdi. 2017a. “Flexural buckling resistance of welded HSS box section members.” Thin Walled Struct. 119 (Oct): 266–281. https://doi.org/10.1016/j.tws.2017.06.015.
Somodi, B., and B. Kövesdi. 2017b. “Residual stress measurements on cold-formed HSS hollow section columns.” J. Constr. Steel Res. 128 (Jan): 706–720. https://doi.org/10.1016/j.jcsr.2016.10.008.
Uy, B. 2018. “Applications, behavior and construction of high performance steels in steel-concrete composite structures.” In Proc., 12th Int. Conf. on Adv. in Steel-Concrete Composite Structures, 91–97. Valencia, Spain: Universitat Politecnica de Valencia.
Wang, F. Y., O. Zhao, and B. Young. 2019. “Flexural behavior and strengths of press-braked S960 ultra-high strength steel channel section beams.” Eng. Struct. 200 (Dec): 109735. https://doi.org/10.1016/j.engstruct.2019.109735.
Wang, J., S. Afshan, M. Gkantou, M. Theofanous, C. Baniotopoulos, and L. Gardner. 2016. “Flexural behavior of hot-finished high strength steel square and rectangular hollow sections.” J. Constr. Steel Res. 121 (Jun): 97–109. https://doi.org/10.1016/j.jcsr.2016.01.017.
Zhu, J. Y., T. M. Chan, and B. Young. 2019. “Cross-sectional capacity of octagonal tubular steel stub columns under uniaxial compression.” Eng. Struct. 184 (Apr): 480–494. https://doi.org/10.1016/j.engstruct.2019.01.066.
Information & Authors
Information
Published In
Copyright
© 2020 American Society of Civil Engineers.
History
Received: Nov 19, 2019
Accepted: Jul 6, 2020
Published online: Oct 16, 2020
Published in print: Jan 1, 2021
Discussion open until: Mar 16, 2021
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.