This paper provides a review of recent developments in research and design practice
surrounding the structural use of stainless steel, with an emphasis on structural stability. The …

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 …

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 behaviour and design of cylindrically-pinned stainless steel equal-leg angle section
members under compression and compression combined with strong-axis bending are …

The partially encased composite (PEC) section consists of steel component and concrete
partially encased between flanges. This paper investigates the global stability of partially …

The behaviour and design of pin-ended stainless steel equal-leg angle section members
under compression and compression plus minor-axis bending are investigated herein. The …

This paper studied the axial compression behaviour of stainless-steel stub square tubular
columns (SSSSTCs) at low temperatures (T). Firstly, mechanical properties of stainless steel …

Substantial research has been conducted in the last years into the structural responses of
cold-formed and hot-rolled stainless steel equal-leg angle columns, whereas there is no …

This paper reports on experiments addressing the buckling and collapse behaviour of pin-
ended hot-rolled stainless steel equal-leg angle columns under pure axial compression …

The present paper reports a thorough experimental and numerical study on the cross-
section behaviour and resistances of hot-rolled austenitic stainless steel equal-leg angle …