Abstract
Advanced numerical modelling of cold-formed stainless steel members, from manufacturing to ultimate failure under loading, requires knowledge of the stress-strain relationship of the material over a wide range of strains. Although a number of stress-strain models exist, they are only capable of accurate predictions either over a limited strain range or for the tensile stress-strain behaviour only. This paper presents a three-stage stress-strain model for stainless steels which is capable of accurate predictions over the full range of both tensile and compressive strains. The new stress-strain model is defined by the basic Ramberg-Osgood parameters (E0, σ0.2and n) and is based on a careful interpretation of existing experimental data. The accuracy of the proposed model is demonstrated by comparing its predictions with experimental stress-strain curves.
Original language | English |
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Title of host publication | Proceedings of the 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures |
Pages | 139-144 |
Number of pages | 6 |
Publication status | Published - 1 Dec 2007 |
Event | 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures - Manchester, United Kingdom Duration: 30 Jul 2007 → 1 Aug 2007 |
Conference
Conference | 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures |
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Country/Territory | United Kingdom |
City | Manchester |
Period | 30/07/07 → 1/08/07 |
ASJC Scopus subject areas
- Building and Construction
- Civil and Structural Engineering
- Metals and Alloys