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 a consistent nonlinear 3-D finite element approach, adopted by the
author over the last ten years, for analysing steel, cold-formed steel, stainless steel and …

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 …

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 …

One of the major principles of crisis management, aimed at converting the emergency
situations into the normal state by considering sustainable development and all safety …

The local buckling behaviour and ultimate cross-sectional strength of tubular elliptical
profiles in compression is examined in this study through numerical modelling. The …

This paper describes experimental and numerical investigations conducted to characterize
the basic material properties and design of YSt–310 cold–formed structural steel sections at …

Steel tubes adopted in wind turbine towers generally sustain the combination of
compression, bending, and torsion loads. The study of compressive behavior is crucial for …

The flexural buckling behaviour and resistances of cold-formed austenitic stainless steel flat-
oval hollow section columns are studied in this paper, based on experiments and numerical …