The present study investigated the tensile behaviour of high strength steel (HSS) butt joints
exposed to arctic low temperatures. Two HSS grades, namely Q890 and Q960, with …

The structural performance of S960 ultra-high strength steel non-slender welded I-sections
subjected to combined loading is studied in the present paper. Nonlinear finite element (FE) …

The design of cold-formed steel semi-oval hollow non-slender sections under combined
compression and major axis bending in positive direction is studied in this paper. A non …

An experimental programme to investigate the residual material properties of fire exposed
cold-formed steel elliptical hollow sections has been presented in this study. The test …

The present paper reports the experimental and numerical investigations into the structural
behavior and resistances of S890 and S960 ultra-high strength steel circular hollow sections …

This paper presents the experimental and numerical investigations into the structural
performance and strengths of G550 high strength cold-formed steel (CFS) lipped channel …

The present paper reports a thorough experimental and numerical study of the structural
behaviour and resistances of S960 ultra-high strength steel welded I-section columns failing …

Tubular steel members with slender cross-sections in compression are prone to local
buckling. Different approaches, such as infilling concrete, installation of internal stiffeners …

A comprehensive experimental and numerical study of the cross-sectional compressive
behaviour and resistances of press-braked S960 ultra-high strength steel (UHSS) angle and …

The construction field has a widespread usage of cold-formed steel tubular members in
various types of structures. In recent decades, extensive research studies have been carried …