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contributor authorW. M. Quach
contributor authorJ. G. Teng
contributor authorK. F. Chung
date accessioned2017-05-08T21:00:43Z
date available2017-05-08T21:00:43Z
date copyrightSeptember 2008
date issued2008
identifier other%28asce%290733-9445%282008%29134%3A9%281518%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35327
description abstractAdvanced numerical modeling of cold-formed stainless steel members, from manufacturing to full-range response under applied loading, requires knowledge of the stress-strain relationship of the material over a wide range of tensile and compressive strains. Although a number of stress-strain models have been developed for stainless steels, they are only capable of accurate predictions either over a limited strain range or for the tensile stress-strain behavior only. This paper presents a three-stage stress-strain model for stainless steels, which is capable of accurate predictions over the full ranges of both tensile and compressive strains. The new stress-strain model is defined using the three basic Ramberg-Osgood parameters 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. These comparisons also clearly demonstrate the advantage of the proposed model over the only existing full-range stress-strain model.
publisherAmerican Society of Civil Engineers
titleThree-Stage Full-Range Stress-Strain Model for Stainless Steels
typeJournal Paper
journal volume134
journal issue9
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2008)134:9(1518)
treeJournal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 009
contenttypeFulltext


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