The stability and design of fixed-ended stainless steel equal-leg angle section members
subjected to axial compression are studied herein. An experimental investigation …

This paper investigates the buckling behaviour and load-carrying capacity of G550 high
strength cold-formed steel built-up section columns under axial compression through …

The behaviour and design of cylindrically-pinned stainless steel equal-leg angle section
members under compression and compression combined with strong-axis bending are …

The behaviour and design of pin-ended stainless steel equal-leg angle section members
under compression and compression plus minor-axis bending are investigated herein. The …

This paper presents an experimental and numerical investigation into the flexural–torsional
buckling behaviour and resistance of pin-ended press-braked S690 high strength steel …

This paper presents an experimental investigation on the structural performance of
austenitic stainless steel columns with open sections fabricated by laser-welding, hot-rolling …

Structural performances and compression resistances of S460 high-strength steel equal-leg-
angle section columns eccentrically connected by one leg at one end were analysed based …

H-shaped steel is widely used as a beam member, and its elastic lateral torsional buckling
has been extensively studied under ideal conditions. However, it is difficult to avoid the …

The experimental results for a thin-walled laminated L-profile under uniform shortening are
discussed in this paper. The objective of this study is to explore if accurately manufactured …

Traditional structural steel manufacturing routes typically produce prismatic members
comprising of flat plate elements. Under compressive actions, the capacity of these sections …