Axial compression performances and bearing capacity prediction of self-compacting fly ash concrete filled circle steel tube columns
Author:
Funder
National Natural Science Foundation of China
and Henan Province Key Research and Development Program
Publisher
Springer Science and Business Media LLC
Link
https://www.nature.com/articles/s41598-024-72150-3.pdf
Reference33 articles.
1. Yu, F., Chen, L., Bu, S. S., Huang, W. & Fang, Y. Experimental and theoretical investigations of recycled self-compacting concrete filled steel tubular columns subjected to axial compression. Constr. Build. Mater. 248, 118399. https://doi.org/10.1016/j.conbuildmat.2020.118399118399 (2020).
2. Miao, K. et al. Eccentric compression behavior of concrete-filled steel tube columns strengthened by CFRP/steel strip. Eng. Struct. 287, 116191 (2023).
3. Li, S., Liu, Z. Z., Lu, Y. Y. & Zhu, T. Shear performance of steel fibers reinforced self-confinement and self-compacting concrete-filled steel tube stub columns. Constr. Build. Mater. 147, 758–775. https://doi.org/10.1016/j.conbuildmat.2017.04.192 (2017).
4. Akram, T., Memon, S. A. & Obaid, H. Production of low cost self compacting concrete using bagasse ash. Constr. Build. Mater. 23(2), 703–712. https://doi.org/10.1016/j.conbuildmat.2008.02.012 (2009).
5. Wei, Y., Jiang, C. & Wu, Y. F. Confinement effectiveness of circular concrete-filled steel tubular columns under axial compression. J. Constr. Steel Res. 158, 15–27. https://doi.org/10.1016/j.jcsr.2019.03.012 (2019).
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