A conceptually new approach which recognises the continuous nature of the stress–strain characteristic of stainless steel has recently been developed by the authors for the prediction of the strength of compressed plate elements in stainless steel members. This method does not use the classification system found in modern codes dealing with the structural design of carbon steel members. The original development was limited to plate elements supported on both longitudinal edges; the basic concept is expanded herein to cover a wider range of cases. The resulting design procedure forms part of a general treatment of stainless steel structural members that predicts resistances significantly in excess of those obtained from currently available d...
Stainless steel exhibits pronounced nonlinearity in stress-strain response when compared to the typi...
The material stress–strain behaviour of structural carbon steel may be suitably accurately reflected...
In parallel with the experimental study described in the companion paper (Zhao et al., submitted for...
A conceptually new approach which recognises the continuous nature of the stress–strain characterist...
Since stainless steel is an expensive material, it is important that, when used in structural applic...
In current structural stainless steel design codes, local buckling is accounted for through a cross-...
The Continuous Strength Method (CSM) provides accurate cross-section resistance predictions since al...
A conceptually new structural design approach has recently been proposed by the authors to predict t...
Current stainless steel design standards are based on elastic, perfectly plastic material behaviour ...
Current stainless steel design standards are based on elastic, perfectly plastic material behaviour ...
Since stainless steel is an expensive material, it is important that, when used in structural appli...
Stainless steel structural sections possess several features that result in a significantly differen...
The Continuous Strength Method provides excellent resistance predictions of stocky cross-sections un...
The current codified treatment of local buckling in stainless steel cross-sections is based on the t...
Efficient use of material is an important factor in achieving economical and sustainable structures....
Stainless steel exhibits pronounced nonlinearity in stress-strain response when compared to the typi...
The material stress–strain behaviour of structural carbon steel may be suitably accurately reflected...
In parallel with the experimental study described in the companion paper (Zhao et al., submitted for...
A conceptually new approach which recognises the continuous nature of the stress–strain characterist...
Since stainless steel is an expensive material, it is important that, when used in structural applic...
In current structural stainless steel design codes, local buckling is accounted for through a cross-...
The Continuous Strength Method (CSM) provides accurate cross-section resistance predictions since al...
A conceptually new structural design approach has recently been proposed by the authors to predict t...
Current stainless steel design standards are based on elastic, perfectly plastic material behaviour ...
Current stainless steel design standards are based on elastic, perfectly plastic material behaviour ...
Since stainless steel is an expensive material, it is important that, when used in structural appli...
Stainless steel structural sections possess several features that result in a significantly differen...
The Continuous Strength Method provides excellent resistance predictions of stocky cross-sections un...
The current codified treatment of local buckling in stainless steel cross-sections is based on the t...
Efficient use of material is an important factor in achieving economical and sustainable structures....
Stainless steel exhibits pronounced nonlinearity in stress-strain response when compared to the typi...
The material stress–strain behaviour of structural carbon steel may be suitably accurately reflected...
In parallel with the experimental study described in the companion paper (Zhao et al., submitted for...