Traditional member-based two-step design approaches included in current structural codes
for steel structures, as well as more recent system-based direct-design alternatives, require …

An experimental study on cold-formed steel elliptical hollow section (EHS) beam-columns is
described in this paper. Forty-two beam-column members with two different specimen …

Stainless steel tubular members are employed in a range of load-bearing applications due
to their strength, durability and aesthetic appeal. From the limited existing test data on …

Stainless steel has been gaining increasing use in a variety of engineering applications due
to its unique combination of mechanical properties, durability and aesthetics. Significant …

A comprehensive experimental and numerical investigation into the structural performance
of stainless steel circular hollow sections (CHS) under combined compression and bending …

An experimental study was performed on cold-formed steel built-up open section members
under eccentric compressive load. The specimens with member lengths varied from 300 to …

Experimental and numerical studies of ferritic stainless steel beam-columns have been
carried out and are described in this paper. Two cross-section sizes were considered in the …

In this study, an experimental program on cold-formed stainless steel tubular sections with
and without perforations under pure tension is presented. Nine cross section series made of …

In parallel with the experimental study described in the companion paper (Zhao et al.,
submitted for publication), a numerical modelling programme has been carried out to …

This paper presents a comprehensive experimental and numerical study of the global
stability of stainless steel circular hollow section (CHS) structural members subjected to …