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The Continuous Strength Method for the design of stainless steel hollow section columns

Author
Arrayago, I.; Real, E.; Mirambell, E.; Gardner, L.
Type of activity
Journal article
Journal
Thin-walled structures
Date of publication
2020-09
Volume
154
First page
106825:1
Last page
106825:12
DOI
10.1016/j.tws.2020.106825
Project funding
Structural behaviour of stainless steel frames. Safety towards seismic and fire loads
Repository
http://hdl.handle.net/2117/191061 Open in new window
URL
https://www.sciencedirect.com/science/article/abs/pii/S0263823120307035 Open in new window
Abstract
The Continuous Strength Method (CSM) provides accurate resistance predictions for both stocky and slender stainless steel cross-sections; in the case of the former, allowance is made for the beneficial effects of strain hardening, while for the latter, design is simplified by the avoidance of effective width calculations. Although the CSM strain limits can be used in conjunction with advanced analysis for the stability design of members, for hand calculations, the method is currently limited to ...
Citation
Arrayago, I. [et al.]. The Continuous Strength Method for the design of stainless steel hollow section columns. "Thin-walled structures", Setembre 2020, vol. 154, p. 106825:1-106825:12.
Keywords
Buckling, Column, Continuous Strength Method, Flexural buckling, SHS and RHS, Stainless steel, Structural design
Group of research
ATEM - Structural and Materials Technology

Participants