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    Distortional Buckling of Cold-Formed Stainless Steel Sections: Finite-Element Modeling and Design

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author:
    Maura Lecce
    ,
    Kim Rasmussen
    DOI: 10.1061/(ASCE)0733-9445(2006)132:4(505)
    Publisher: American Society of Civil Engineers
    Abstract: A recent experimental and finite-element research program was conducted on the distortional buckling of axially compressed, cold-formed stainless steel simple lipped channels. Austenitic 304 (1.4301), ferritic 430 (1.4016), and ferritic-like 3Cr12 (1.4003) chromium weldable steel were considered. Finite-element analyses demonstrate that material anisotropy can be ignored. A total of 281 distortional buckling analyses of simple lipped channels with
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      Distortional Buckling of Cold-Formed Stainless Steel Sections: Finite-Element Modeling and Design

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    contributor authorMaura Lecce
    contributor authorKim Rasmussen
    date accessioned2017-05-08T20:59:46Z
    date available2017-05-08T20:59:46Z
    date copyrightApril 2006
    date issued2006
    identifier other%28asce%290733-9445%282006%29132%3A4%28505%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34766
    description abstractA recent experimental and finite-element research program was conducted on the distortional buckling of axially compressed, cold-formed stainless steel simple lipped channels. Austenitic 304 (1.4301), ferritic 430 (1.4016), and ferritic-like 3Cr12 (1.4003) chromium weldable steel were considered. Finite-element analyses demonstrate that material anisotropy can be ignored. A total of 281 distortional buckling analyses of simple lipped channels with
    publisherAmerican Society of Civil Engineers
    titleDistortional Buckling of Cold-Formed Stainless Steel Sections: Finite-Element Modeling and Design
    typeJournal Paper
    journal volume132
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2006)132:4(505)
    treeJournal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 004
    contenttypeFulltext
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