The stability and design of fixed-ended stainless steel equal-leg angle section members
subjected to axial compression are studied herein. An experimental investigation …

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 …

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

Experimental and numerical studies on hot-rolled stainless steel channel sections subjected
to combined compression and minor-axis bending moment have been conducted and are …

The global buckling behaviour of hot-rolled stainless steel channel section beam–columns
under combined compression and minor-axis bending moment has been studied based on …

This paper presents experimental and numerical studies of the local buckling behaviour and
cross-section resistances of press-braked ferritic stainless steel channel sections under …

For S30408 austenitic stainless steel, a mechanical property test of 2.5 mm and 3.0 mm
plate and corner regions was carried out, and the mechanical properties and stress–strain …

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

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 …