Mechanical Behavior of Stirrup-enhanced Improved Welded Concrete Filled L-shaped Steel Tubular Stub Columns under Axial Compression

Author:

Wang En,Lyu FeiORCID,Ding Faxing,Chen Jun,Liu Xuemei

Publisher

Springer Science and Business Media LLC

Reference44 articles.

1. Cai J, Sun G (2008) Experimental investigation on L-shaped concrete-filled steel tub stub columns with binding bars under axial load. China Civil Engineering Journal (9):14–20 (in Chinese)

2. Cao B, Chen J, Chen L (2020) Axial compression bearing capacity of improved composite L-shaped concrete-filled steel tubular stub columns. Journal of Chongqing University of Technology (Natural Science) 34(2):88–99 (in Chinese)

3. Cao B, Dai S, Huang J (2016) Stress-strain relationship for the core concrete of improved composite L-shaped steel tube. Journal of Fuzhou University(Natural Science Edition) 44(4):465–471, https://kns.cnki.net/kcms/detail/35.1117.n.20160615.1046.002.html (in Chinese)

4. Chen J, Shi H, Li J, Guo MQ, Ding FX, Shao ZJ, Xiang P (2023) Mechanical properties of CFSST with steel reinforcement cage under biaxial eccentric compression. Journal of Constructional Steel Research, 204, DOI: https://doi.org/10.1016/j.jcsr.2023.107853

5. Cheng W, Jiang Y, Shen Z, Chen J, Chu D (2022) Experimental study on axial compression behavior of multi-cavity special-shaoed concrete-filled steel tubular (CFST) short columns. Building Science 38(9):89–96, DOI: https://doi.org/10.13614/j.cnki.11-1962/tu.2022.09.011

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