Two-Stage Stress-Strain Models for Light-Gauge Steels. Issue 7 (July 2014)

• Record Type: Journal Article
• Authors: Quach, W.M.; Huang, J.F.
• Is Part Of: Advances in structural engineering. Volume 17:Issue 7(2014)
• Page Start: 937
• Page End: 949
• Publication Date: 2014-07
• Subjects: light-gauge steels -- stress-strain behaviour -- Ramberg-Osgood parameters -- ultimate stress; Structural engineering -- Periodicals; Construction, Technique de la; Structural engineering; Periodicals; 624.1
• DOI: 10.1260/1369-4332.17.7.937
• Languages: English
• ISSNs: 1369-4332

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 ( E 0, σ0.2, and n ) or even two basic parameters ( E 0, 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.