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Get Free AccessTo investigate the influence of eccentricity ratio and slenderness ratio on the mechanical properties of eccentric compressed concrete filled steel tubular (CFST) lattice column, the ultimate bearing capacity tests of 20 K shape arrangement lacing strip of four-tube CFST columns were conducted. Based on the stress-strain relationship of CFST and the influence of shear deformation, the equilibrium equation of the mid-section is established and a numerical method for the ultimate bearing capacity of CFST lattice column is proposed. The slenderness reduction coefficient calculation model and equivalent slenderness ratio formula of CFST lattice column are established. Combined with the numerical results and the slenderness ratio reduction coefficient calculation model, the formula of slenderness ratio reduction coefficient is put forward. The comparison between theoretical analysis and experimental results shows that the calculation method of elastic-plastic ultimate bearing capacity of CFST lattice column proposed in this paper is quite accurate. The research outcomes can provide a reference for the application of CFST lattice column and revision of current specifications.
Yue Tang, A Abdelrahman, M Ghannam, S Lotfy, Mohammad AlHamaydeh, Xueyu Xiong, F Nkuichou, T Wang, M Ma, K Du Corrosion, Na Wang, Jianmin Hua, Xiaolong Xue, Qinghua Huang, Fei Wang, Hongwei Huang, Luquan Ren, Kun Chen, Xue Li, L Wang, Bin Yang, Meng Zhang, Wenjun Liu, Z Lei, Dawei Wang, Ji Wang, Lang Zhou, Xinyu Shu, Cross-Sections Zhang, Leroy Gardner, C Buchanan, Dave Chan, Weichao Sun, Kong Kwong, Wah Hospital, Xinbo Zou, Yong Zhang, Yang Liu, Lei Shi, D Kan, Wu Ouyang, Limei Chen, Shuai Liu, Da Chen, Yifei Ma, Chengqiang Cui, Q Zhang, W Lao, Cheng Huang, Huaxia Ban, Lu Hai, Yan Shi, Qi Si, Yao Ding, Zong Li, Huiying Liu, Zengwu Shao, Yulong Li, Shiji Song, Jin Wang, Yang Liu, Hongnian Dong, X Liu High, Wang We, A Sharhan, Ershun Du, Xinyu Hu, Zonghui Zhou, J Lu, Yu Wang, Deqiang Gan, Z Zhao, X.H. Zhou (2022). AXIAL COMPRESSION BEHAVIOR OF SQUARE THIN-WALLED CFST COLUMN TO RC BEAM JOINTS. , DOI: https://doi.org/10.18057/icass2020.p.288.
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Type
Report
Year
2022
Authors
73
Datasets
0
Total Files
0
Language
en
DOI
https://doi.org/10.18057/icass2020.p.288
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