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New full-range stress-strain model for stainless steels
Quach W.M.1; Teng J.G.2; Chung K.F.2
2007-07-30
Conference NameThe Third International Conference on Steel and Composite Structures (ICSCS07), Manchester, U.K., 30 July-1 August 2007
Source PublicationSteel and Composite Structures: Proceedings of the Third International Conference on Steel and Composite Structures (ICSCS07), Manchester, U.K., 30 July-1 August 2007
Pages139-144
Conference Date30 July-1 August 2007
Conference PlaceManchester, U.K.
PublisherTaylor & Francis
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 (E, σ and 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. 

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Indexed ByEI
Language英語English
Fulltext Access
Document TypeConference paper
CollectionFaculty of Science and Technology
DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Corresponding AuthorQuach W.M.
Affiliation1.University of Macau, Macau, China
2.Hong Kong Polytechnic University
First Author AffilicationUniversity of Macau
Corresponding Author AffilicationUniversity of Macau
Recommended Citation
GB/T 7714
Quach W.M.,Teng J.G.,Chung K.F.. New full-range stress-strain model for stainless steels[C]:Taylor & Francis, 2007, 139-144.
APA Quach W.M.., Teng J.G.., & Chung K.F. (2007). New full-range stress-strain model for stainless steels. Steel and Composite Structures: Proceedings of the Third International Conference on Steel and Composite Structures (ICSCS07), Manchester, U.K., 30 July-1 August 2007, 139-144.
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