Experimental Study of Hollow Concrete-Filled Circular Steel Tubular Beam Column Connected by Thread through Inside Lining Tube
Publication: Journal of Structural Engineering
Volume 150, Issue 12
Abstract
A type of hollow concrete-filled circular steel tube connected by thread through inside lining tube is proposed. Twelve hollow concrete-filled circular steel tubular beam columns connected by thread through inside lining tube are designed and fabricated using the length of the thread along the axial direction, the working height of the thread, and the position of the thread as parameters. In addition, one nonconnected specimen and two welded specimens also are designed and fabricated to conduct controlled experimental research. The experimental phenomena and specimen failure modes, axial compressive load-longitudinal compression curve, axial compressive load-lateral deflection curve at the mid-section, and axial compressive load-strain in the steel tube curve, as well as the bearing capacity, strength reserve, deflection curve shape, lateral stiffness, ductility, and plane section assumptions, are analyzed. The research results indicate that, within the parameter range studied, the experimental phenomenon of specimens connected by thread is basically consistent with that of contrast specimens and the thread connection through inside lining tube is reliable before tripping. The axial compressive load-longitudinal compression curve and axial compressive load–mid-section lateral deflection curve of all specimens can be approximately divided into elastic stage, elasto-plastic stage, and descending stage. The peak load of all specimens is relatively close, and although specimens have undergone almost the same stress process, the strength reserve of specimens connected by thread is insufficient. The shape of the deflection curve of all specimens is close to the sine half wave curve before the load drops to about 70% peak load, and the lateral stiffness and ductility of all specimens also are relatively close. During the entire loading process, the distribution of longitudinal strain in the steel tube at the mid-section along the height of section basically conforms to the plane section assumption. Finally, the calculation method for the hollow concrete-filled circular steel tubular beam column connected by thread through inside lining tube is suggested. Based on the behavior of the hollow concrete-filled circular steel tubular beam column and considering the comprehensive cost, the hollow concrete-filled circular steel tube connected by thread through the inside lining tube has certain research and application value.
Get full access to this article
View all available purchase options and get full access to this article.
Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
Acknowledgments
The research reported in the study is supported by Project for Talent of Liaoning Province of China (No. XLYC1902009).
References
Abdessamade, M., D. E. Kerdal, A. Bouchair, and A. Abidelah. 2022. “Analysis of the behaviour of cover-plate stainless steel bolted connections.” J. Constr. Steel Res. 190 (7): 1179–1186. https://doi.org/10.1016/j.jcsr.2021.107125.
Ahmed, M. M. Z., M. M. ElSayed-Seleman, K. Touileb, I. Albaijan, and M. I. A. Habba. 2022. “Microstructure, crystallographic texture, and mechanical properties of friction stir welded mild steel for shipbuilding applications.” Materials 15 (8): 273–288. https://doi.org/10.3390/ma15082905.
Bao, Y., et al. 2016. “Mix design research of low-grade magnesite block.” [In Chinese.] J. Liaoning Univ. Sci. Technol. 39 (4): 245–249.
Chen, H. B., L. W. Wu, and Y. P. Su. 2016. “Experimental study on tensile behavior of steel-to-sleeve grouting connection.” [In Chinese.] World Earthquake Eng. 32 (2): 18–24.
Chen, J., W. Yan, and Y. P. Su. 2014. “Concrete filled steel tube grouting sleeve connection device design and its application.” Appl. Mech. Mater. 18 (3): 20–27.
China Association for Engineering Construction Standardization. 2012a. Technical specification of hollow concrete-filled steel tubular structures. CECS 254:2009. Beijing: China Architecture & Building Press.
China Association for Engineering Construction Standardization. 2012b. Technical specification for solid and hollow concrete-filled steel tubular structure. CECS 254:2012. Beijing: China Architecture & Building Press.
China Association for Engineering Construction Standardization. 2021. Technical standard for concrete filled-steel tube hybrid structures. CECS 254:2009. Beijing: China Architecture & Building Press.
Ci, J., H. Jia, S. Chen, W. Yan, T. Song, and K. S. Kim. 2020. “Performance analysis and bearing capacity calculation on circular concrete-filled double steel tubular stub columns under axial compression.” Structures 25 (7): 103–115. https://doi.org/10.1016/j.istruc.2020.03.038.
Deng, H. Z., X. Q. Song, Z. H. Chen, P. Fu, and J. Dong. 2018. “Experiment and design methodology of a double-layered flange connection in axial loads.” Eng. Struct. 175 (Nov): 436–456. https://doi.org/10.1016/j.engstruct.2018.08.040.
Grundy, P., and F. Kiuj. 1991. “Prestress enhancement of grouted pile/sleeve connections.” In Proc., 1st Int. Offshore and Polar Engineering Conf., ISOPE, 130–136. Cupertino, CA: International Society of Offshore and Polar Engineer.
Guo, Y., Y. Wei, Z. Yang, C. Huang, X. Wu, and Q. Yin. 2017. “Nonlinearity of interfaces and force transmission of bolted flange joints under impact loading.” Int. J. Impact Eng. 109 (Nov): 214–223. https://doi.org/10.1016/j.ijimpeng.2017.06.012.
Han, L. H. 2016. Vol. 26 of Concrete filled steel tubular structures-theory and practice (Third edition), 170–222. [In Chinese.] Beijing: Science Press.
Jayaprakash, N. S., and R. K. Manvi. 2020. “A study on effect of steel tube in axial behavior of CFST stubs.” IOP Conf. Ser. Mater. Sci. Eng. 1006 (1): 012019. https://doi.org/10.1088/1757-899X/1006/1/012019.
Jiao, J. M. 2007. Cutting manual. Beijing: Electronic Industry Press.
Li, L. Z., L. J. Zhang, and H. Y. Zhang. 2012. “Effect of node connection way on structural performance of concrete filled steel tube.” [In Chinese.] Water Resour. Power 30 (1): 165–169.
Liu, C. L., M. Deng, and L. W. Mo. 2018. “Effects of MgO expansive agents from magnesite tailings on expansion and strength of mortars.” [In Chinese.] J. Nanjing Univ. Technol. (Nat. Sci. Ed.) 40 (6): 26–31.
Liu, X. C., Y. L. Tao, X. Chen, and M. L. Chen. 2020. “Seismic performance of bolted flange splicing joints for CFST columns.” J. Constr. Steel Res. 196 (7): 107412. https://doi.org/10.1016/j.jcsr.2022.107412.
Lu, J. X. 2000. History of science and technology in China. Beijing: Science Press.
Ministry of Electric Power Industry of The People’s Republic of China. 1996. Technical code on the centrifugal concrete filled thin-wall steel tubular structures. DL/T 5030-1996. Beijing: China Electric Power Press.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China, General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China. 2011. Code for welding of steel structures. GB 50661-2011. Beijing: China Architecture & Building Press.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China, General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China. 2014. Technical code for concrete filled steel tubular structures. GB50936-2014. Beijing: China Architecture & Building Press.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China, General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China. 2017. Standard for design of steel structures. GB 50017-2017. Beijing: China Architecture & Building Press.
National Fastener Standardization Technical Committee. 1988. Standardization research institute of the national machinery industry commission. GB/T 898-1988. Beijing: China Standards Publishing House.
Ren, H. W., J. F. Tian, and Q. M. Li. 2015. “Research advances in concrete filled steel tube connection device.” Appl. Mech. Mater. 744 (May): 230–234. https://doi.org/10.4028/www.scientific.net/AMM.744-746.230.
Standardization Administration of China, General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China. 2003. General purpose metric screw threads-Basic profile. GB/T192-2003. Beijing: Standards Press of China.
Standardization Administration of China, General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China. 2018. General purpose metric screw threads-Tolerances. GB/T 197-2018. Beijing: Standards Press of China.
Tao, Y. L., X. Chen, and X. C. Liu. 2022. “Seismic performance of CFST column bolted flange splice joints with connecting plates and rebar hooK.” Eng. Struct. 267 (7): 114662. https://doi.org/10.1016/j.engstruct.2022.114662.
Wang, H. W., G. L. Xu, and S. T. Zhong. 2007. “Study on influence of hollow ratio to bearing capacity of H-CFST.” [In Chinese.] Eng. Mech. 43 (3): 112–118. https://doi.org/10.3901/JME.2007.03.112.
Wang, J., and J. Chen. 2019. “Influence of connection mode on axial tensile behavior of concrete-filled circular steel tubular members with internal lattice angle steel.” Structures 40 (11): 354–361.
Wang, Q. L., Y. J. Zhang, and K. Peng. 2022. “Test on compressive performance of concrete filled circular steel tube connected by thread through inner lining tube.” Materials 15 (23): 8619. https://doi.org/10.3390/ma15238619.
Wang, Q. L., J. Zhao, and K. Peng. 2023. “Test on compressive performance of hollow concrete-filled sandwich circular steel tubes connected by thread.” Metals 13 (7): 1207. https://doi.org/10.3390/met13071207.
Wang, W. D., L. B. Yi, and J. H. Fan. 2020. “Analysis of bending performance of inner and outer flange connections of circular concrete-filled double skin steel tubular member.” [In Chinese.] J. Archit. Civ. Eng. 37 (4): 42–51. https://doi.org/10.19815/j.jace.2019.10035.
Wang, Z., S. C. Jiang, and J. Zhang. 2010. “Structural performance of prestressed grouted pile-to-sleeve connection.” [In Chinese.] Prog. Steel Build. Struct. 12 (6): 11–18.
Wu, L., X. Han, H. Chen, Y. Li, and X. Li. 2020. “Study on flexural behavior of concrete filled circular steel tube members in different connections.” [In Chinese.] J. Build. Struct. 41 (S1): 171–178. https://doi.org/10.14006/j.jzjgxb.2020.S1.019.
Xu, B., X. L. Fan, H. D. Wang, S. Zhou, C. Wang, H. Chen, and H. Ge. 2021. “Experimental study on grout defects detection for grouted splice sleeve connectors using stress wave measurement.” Constr. Build. Mater. 274 (12): 121755. https://doi.org/10.1016/j.conbuildmat.2020.121755.
Yang, H., Y. J. Yu, and L. Kang. 2022. “Study on mechanical behavior of flange-connected CFST column-steel beam joint with external stiffening ring plate.” [In Chinese.] J. Build. Struct. 43 (2): 157–172. https://doi.org/10.14006/j.jzjgxb.2019.0648.
Ye, H. W., and Y. Liu. 2022. “Fatigue fracture failure analysis of a welded I-beam steel bridge in Australia.” [In Chinese.] Build. Struct. 52 (S1): 1251–1255.
You-fu, Y. A., and Y. O. Jing-tuan. 2004. “Experimental and theoretical studies on the hysteretic behavior of beam-columns of concrete—Filled circular steel tubes.” [In Chinese.] China J. Highway Transp. 17 (3): 54–59.
Yu, M., X. X. Zha, J. Ye, and B. Wang. 2014. “A unified method for calculating fire resistance of solid and hollow concrete-filled steel tube columns based on average temperature.” Eng. Struct. 71 (6): 12–22. https://doi.org/10.1016/j.engstruct.2014.03.038.
Zha, X. X. 2010. Vol. 2010 of Hollow and solid concrete-filled steel tubular structures, 7–10. Beijing: Science Press.
Zha, X. X., S. T. Zhong, and G. L. Xu. 2010. Understanding and application of technical regulations for hollow concrete-filled steel tubular structures, 14–24. Beijing: China Construction Industry Press.
Zhang, W. Z., F. X. Ding, and C. J. Fang. 2018. “Mechanical property analysis of axial loaded hollow concrete-filled steel tubular stub columns.” Sino Foreign Highway 38 (4): 136–141.
Zhu, J. Y., J. B. Chen, and T. M. Chan. 2021. “Analytical model for circular high strength concrete filled steel tubes under compression.” Eng. Struct. 244 (Oct): 112720. https://doi.org/10.1016/j.engstruct.2021.112720.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 150 • Issue 12 • December 2024
Copyright
© 2024 American Society of Civil Engineers.
History
Received: Mar 11, 2024
Accepted: Jul 3, 2024
Published online: Sep 28, 2024
Published in print: Dec 1, 2024
Discussion open until: Feb 28, 2025
ASCE Technical Topics:
- Axial loads
- Beam columns
- Beams
- Columns
- Continuum mechanics
- Curvature
- Dynamic loads
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Geometry
- Lateral loads
- Mathematics
- Solid mechanics
- Static loads
- Statics (mechanics)
- Steel beams
- Steel columns
- Structural analysis
- Structural dynamics
- Structural engineering
- Structural members
- Structural systems
- Tubes (structure)
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.