This paper attempts to acquire fundamental knowledge on the mechanical properties of high
strength steels and the corresponding high strength weld metals at arctic low temperatures …

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 …

This paper presents the experimental investigation on the compressive behavior of cold-
formed high-strength steel tubular stub columns. In this paper, the nominal 0.2% proof stress …

This paper describes the experimental study conducted on cold-formed steel semi-oval
hollow sections (SOHS) under combined compression and uniaxial bending. Thirty-seven …

A comprehensive experimental and numerical investigation on cold-formed steel semi-oval
hollow section pin-ended columns was performed and is presented herein. The semi-oval …

This study presents a comprehensive investigation of Q690 high strength steel (HSS) cold-
formed round-ended oval hollow section (ROHS) stub columns subjected to concentric …

This paper presents experimental and numerical investigations into the global buckling
behaviour and resistances of cold-formed austenitic stainless steel flat-oval hollow section …

The steel oval hollow section (OHS) provides an aesthetic architecture and a greater local
buckling strength. However, the existing design codes do not specify the effective width in …

This paper presents an extensive experimental and numerical studies on the material
properties and residual stresses distributions of Q690 HSS cold-formed EHS made from …

Corner-supported modular steel sway frames (CMSFs) with rotary inter-modular connections
(IMCs) differed from traditional frames regarding their column discontinuities, beam …