This paper presents testing and modelling investigations on laser-welded stainless steel
slender I-section beam-column members under combined compression and major-axis …

Stainless steel lipped channel beams are prone to complex buckling modes due to the large
width-thickness ratio. An in-depth experimental study of local–distortional interaction of …

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

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

This paper reports an experimental and numerical investigation into the buckling behaviour
and resistance of press-braked ferritic stainless steel slender channel section beam …

The plates of the specimens subjected to a large section width to thickness ratio are prone to
multiple instances of mode interaction buckling failure under compression. Hence, to …

This paper aims to investigate the structural behavior of cold-formed stainless steel (CFSS)
elliptical hollow section (EHS) members under combined axial load plus biaxial bending by …

This paper presents an experimental and numerical programme on six welded stainless
steel beam-to-column connections subjected to cyclic loading. The test specimens were …

This paper deals with the experimental and numerical investigations of austenitic stainless
steel beam-columns. The study is focused on I-profile members only, submitted to …

A detailed finite element (FE) model studying the global-distortional (GD) interaction of press-
braked stainless steel C-beams was reported herein. According to previous bearing capacity …