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    Three-Stage Full-Range Stress-Strain Model for Stainless Steels

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author:
    W. M. Quach
    ,
    J. G. Teng
    ,
    K. F. Chung
    DOI: 10.1061/(ASCE)0733-9445(2008)134:9(1518)
    Publisher: American Society of Civil Engineers
    Abstract: Advanced 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.
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      Three-Stage Full-Range Stress-Strain Model for Stainless Steels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35327
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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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