Membership options for companies: Fabricators, Professionals, Distribution Centres.
Membership options for individuals, students and academics.
Unsure about becoming an ASI member or which type you should choose?
ASI Members can access exclusive deals with our new motoring package
Read more about what the ASI does for your industry.
Find out more about the ASI and who we represent.
Purchase books, download tech notes and request library resources.
Read the latest steel industry news or book in for a webinar or our upcoming Steel Convention
This 1969 article describes the background to the residual stress phenomenon, the role that they play in member behaviour and techniques for accommodating their influence. ASI Steel Construction Journal Volume 3 Number 3.
Related Content
Behaviour and design of concentrically loaded T-section steel columns_RR 933
Reliability-based design of truss structures by advanced analysis_RR 936
Surface preparation - the importance of coating performance
Residual stress and distortion bk206
Prediction of residual stresses - European column curves sc_v9_n1
Capability of the Australian steel industry to supply major projects in Australia
The Generalised Constrained Finite Strip Method for Thin-Walled, Prismatic Members Under Applied She
In-plane behaviour of mono-symmetrIc tapered beams R957
In-plane behaviour of web-tapered beams R956
Please do not press back or reload the page.
