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Two-stage stress-strain models for light-gauge steels
Quach W.M.; Huang J.F.
2014-07-01
Source PublicationAdvances in Structural Engineering
ISSN13694332
Volume17Issue:7Pages:937-949
Abstract

An accurate stress-strain relationship is needed for use in the advanced numerical modelling of cold-formed light-gauge steel members covering a wide range of strains. Existing stress-strain models for carbon steels are either capable of accurate predictions over a limited strain range or defined using many material parameters for a full range of strains. The values of some material parameters are not always available in existing design codes. This paper presents two stress-strain models for light-gauge carbon steels, which are capable of accurate predictions over the full range of tensile strains up to the strain at the ultimate stress. Both stress-strain models are solely defined using either three basic Ramberg-Osgood parameters (E0, σ0.2, and n) or even two basic parameters (E0, and σ0.2), and are based on a careful interpretation of existing experimental data of virgin materials and materials from flat portions of cold-formed steel sections. The accuracy of these two proposed models is demonstrated by comparing their predictions with experimental stress-strain curves.

KeywordLight-gauge Steels Ramberg-osgood Parameters Stress-strain Behaviour Ultimate Stress
DOI10.1260/1369-4332.17.7.937
URLView the original
Indexed BySCIE
Language英語English
WOS Research AreaConstruction & Building Technology ; Engineering
WOS SubjectConstruction & Building Technology ; Engineering, Civil
WOS IDWOS:000339474600002
Scopus ID2-s2.0-84903699533
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Citation statistics
Document TypeJournal article
CollectionFaculty of Science and Technology
DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Corresponding AuthorQuach W.M.
AffiliationUniversity of Macau, Macau, China
First Author AffilicationUniversity of Macau
Corresponding Author AffilicationUniversity of Macau
Recommended Citation
GB/T 7714
Quach W.M.,Huang J.F.. Two-stage stress-strain models for light-gauge steels[J]. Advances in Structural Engineering, 2014, 17(7), 937-949.
APA Quach W.M.., & Huang J.F. (2014). Two-stage stress-strain models for light-gauge steels. Advances in Structural Engineering, 17(7), 937-949.
MLA Quach W.M.,et al."Two-stage stress-strain models for light-gauge steels".Advances in Structural Engineering 17.7(2014):937-949.
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