Cold-formed stainless steel RHSs/SHSs under combined compression and cyclic bending

• Published in: Journal of constructional steel research 2018-02, Vol.141, p.9-22
• Main Authors: Fang, Cheng, Zhou, Feng, Luo, Chenhao
• Format: Article
• Language: English
• Subjects: Cyclic loading; Ductility; Hollow sections; Hysteretic response; Local buckling; Stainless steel
• ISSN: 0143-974X; 1873-5983
• DOI: 10.1016/j.jcsr.2017.11.001

This paper discusses the behaviour of stainless steel rectangular and square hollow sections (RHSs and SHSs) under combined constant compression and uniaxial cyclic bending. A total of 10 specimens were tested, covering a variety of section slenderness, axial load ratio, and bending direction. These test parameters were found to have evident influences on the local buckling resistance of the specimens. It was also observed that the current codified classification limits underestimate the ability of the stainless steel sections to develop plastic stresses. Moreover, the specimens exhibited low to moderate levels of ductility and energy dissipation capacity due to a relatively early occurrence of local buckling. A numerical study was subsequently conducted, shedding further light on the strength, stress pattern, ductility, and local failure behaviour of the specimens. A more extensive parametric study was then carried out, which provides basis for the proposal of a ductility-oriented design approach that aims to offer a quick yet reliable evaluation tool for predicting the available ductility supply of stainless steel RHSs/SHSs under different loading conditions. The rationality of the current major design codes for predicting the strength of stainless steel members was also evaluated, and it was found that the design codes tend to be conservative. •Stainless steel RHSs/SHSs under compression and cyclic bending are investigated.•An experimental investigation on 10 stainless steel stub columns is conducted.•Numerical investigation and parametric study are subsequently performed.•Design comments on ultimate strength are made.•A ductility-oriented design strategy is proposed.