Experimental investigation of square stainless steel tubular stub columns after elevated temperatures: Fid-Bau Portal

Experimental investigation of square stainless steel tubular stub columns after elevated temperatures

He, Kang / Chen, Yu / Han, Shaohua

Abstract The behaviour of square stainless steel tubular (SSST) stub columns after elevated temperatures under axial compression is presented in this paper. A total of sixty specimens were tested, including forty-eight SSST stub columns at elevated temperatures cooled in air, nine SSST stub columns at elevated temperatures cooled in water and three SSST stub columns at ambient temperature. A total of twelve square CFSST stub columns were carried out load-strain tests. The main parameters explored in the test include thickness (1.0 mm, 1.2 mm, 1.5 mm), high temperature duration (30 min, 60 min, 90 min, 120 min), temperature ranging from 400 °C to 1000 °C and cooling methods. This paper presents the failure modes, ultimate load-bearing capacity, load-strain curves, load versus displacement curves, initial stiffness at the elastic stage and ductility of the specimens. It was found that high temperature has the greatest influence on the ultimate load-bearing capacity of the columns, and the cooling methods also have some effect on it. As the elevated temperature specimens subjected increased, the percentage decrease in load-bearing capacity had an obvious increase, the ductility became worse and the initial compressive stiffness slightly decreased. The crack resistance of the specimens improved after elevated temperature. The axial deformation versus load curves had an obvious elastic-plastic stage as the elevated temperature duration increased to 120 min. Based on the experimental results, a formula was proposed to calculate the ultimate load-bearing capacity of SSST stub columns after elevated temperatures.

Highlights • Behavior of square stainless steel tubular stub columns after elevated temperatures was investigated. • High temperature has the greatest influence on the ultimate load-bearing capacity. • As the elevated temperature increased, percentage decrease in load-bearing capacity had an obvious increase. • Crack resistance of the specimens improved after elevated temperature. • A formula is proposed to calculate the ultimate load-bearing capacity of SSST stub columns after elevated temperatures.