The present study undertakes the post-fire stub column behaviour of cold-formed steel
elliptical hollow sections (CFS-EHS) by experimental and numerical analyses. A total of 18 …

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 flexural buckling behaviour and design of homogeneous and hybrid welded I-section
columns, considering a wide range of steel grades, are investigated in the present study …

This paper presents experimental and numerical investigations on the cross-sectional
behavior and compressive capacities of aluminum alloy channel section stub columns after …

Fire safety is one of the major concerns for the design of aluminium alloy structures. In the
case of a fire, the temperature of aluminium alloy structural components can rise rapidly …

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 …

The use of concrete-filled double skin tubular (CFDST) cross-sections for compression
members has become increasingly popular in construction. A recently proposed innovative …

The membrane residual stresses and local buckling behaviour of S960 ultra-high strength
steel welded I-section stub columns have been investigated through a comprehensive …

This paper reports a thorough experimental investigation into the material properties and
membrane residual stresses of S690 high strength steel welded I-sections after exposure to …