This paper presents the experimental programme of an extensive research project that deals with analysing the behaviour of compressed stainless steel columns with equal angle sections. The research focuses on different material and geometrical parameters of pin-ended angle columns produced from austenitic and lean-duplex stainless steel alloys. To assess the influences of initial imperfections on column compressive resistance caused by different manufacturing procedures, three types of angle products are included: cold-formed, hot-rolled and laser-welded sections. In order to obtain both elastic and inelastic ultimate responses, including flexural and torsional-flexural buckling modes, the lengths and cross-section geometries of specimens a...
This article describes a test program on cold-formed stainless steel square hollow section (SHS) sub...
This report describes an experimental program carried out at the University of Sydney to study the i...
Currently, there is still no explicit design approach for cold-formed stainless steel columns with e...
This paper presents the experimental programme of an extensive research project that deals with anal...
This paper reports on experiments addressing the buckling and collapse behaviour of pin-ended hot-ro...
This paper reports on experiments addressing the buckling and collapse behaviour of pin-ended hot-ro...
In this paper, the structural stability and compressive capacity of pin-ended cold-formed stainless ...
Substantial research has been conducted in the last years into the structural responses of cold-form...
The stability and design of fixed-ended stainless steel equal-leg angle section members subjected to...
The flexural-torsional buckling behaviour and resistances of pin-ended hot-rolled stainless steel an...
A thorough testing and numerical modelling programme has been conducted to investigate the flexural ...
This paper explores an attempt to investigate the structural behaviour and design of equal-leg stain...
The flexural-torsional buckling behaviour and resistances of pin-ended hot-rolled stainless steel an...
This paper carried out an experimental study on the minor axis flexural buckling behaviour and resis...
An investigation on the ultimate load capacity of stainless steel angle hot-rolled stub column is pr...
This article describes a test program on cold-formed stainless steel square hollow section (SHS) sub...
This report describes an experimental program carried out at the University of Sydney to study the i...
Currently, there is still no explicit design approach for cold-formed stainless steel columns with e...
This paper presents the experimental programme of an extensive research project that deals with anal...
This paper reports on experiments addressing the buckling and collapse behaviour of pin-ended hot-ro...
This paper reports on experiments addressing the buckling and collapse behaviour of pin-ended hot-ro...
In this paper, the structural stability and compressive capacity of pin-ended cold-formed stainless ...
Substantial research has been conducted in the last years into the structural responses of cold-form...
The stability and design of fixed-ended stainless steel equal-leg angle section members subjected to...
The flexural-torsional buckling behaviour and resistances of pin-ended hot-rolled stainless steel an...
A thorough testing and numerical modelling programme has been conducted to investigate the flexural ...
This paper explores an attempt to investigate the structural behaviour and design of equal-leg stain...
The flexural-torsional buckling behaviour and resistances of pin-ended hot-rolled stainless steel an...
This paper carried out an experimental study on the minor axis flexural buckling behaviour and resis...
An investigation on the ultimate load capacity of stainless steel angle hot-rolled stub column is pr...
This article describes a test program on cold-formed stainless steel square hollow section (SHS) sub...
This report describes an experimental program carried out at the University of Sydney to study the i...
Currently, there is still no explicit design approach for cold-formed stainless steel columns with e...