Coupled bending-shear-torsion bearing capacity of concrete filled steel tube short columns. (February 2018)

• Record Type: Journal Article
• Authors: Xin, Nie; Yu-Hang, Wang; Shuo, Li; Ju, Chen
• Is Part Of: Thin-walled structures. Volume 123(2018)
• Page Start: 305
• Page End: 316
• Publication Date: 2018-02
• Subjects: Bending-shear-torsion -- Concrete filled steel short column -- FE model -- Interaction relation of ultimate bearing capacity; Thin-walled structures -- Periodicals; 690.1
• DOI: 10.1016/j.tws.2017.11.026
• Languages: English
• ISSNs: 0263-8231

Abstract

Abstract: Under coupled bending-shear-torsion (B-S-T) loading combinations, the ultimate bearing capacity of concrete filled steel tube (CFST) short columns has not been studied. In this paper, the test on eight CFST short columns was carried out. The load-deformation relations and failure modes of CFST short columns were obtained and analyzed. Based on experimental results, the failure mechanism of CFST short columns were obviously affected by the ratio of bending moment to torque, and CFST short columns under coupled B-S-T loading combinations had good ductility. The ultimate bending-shear bearing capacity of CFST short columns was significantly decreased by increasing torsion moment. Moreover, nonlinear finite element analysis was performed, which generated an accurate prediction of the ultimate capacity of concrete filled steel tube short columns under coupled B-S-T. As a conclusion, a simplified design equation for calculating the coupled B-S-T bearing capacity of CFST short columns was proposed according the regression results of the finite element parametric analysis. Highlights: The test on CFST columns under combined bending-shear-torsion load was carried out. The finite element model for analyzing the coupled bearing capacity was established. The simplified interactive equations were proposed for calculating the coupled bearing capacity.