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    The Instability of Webs in Transport

    Source: Journal of Applied Mechanics:;2011:;volume( 078 ):;issue: 001::page 11001
    Author:
    J. A. Beisel
    ,
    J. K. Good
    DOI: 10.1115/1.4002116
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A method is presented for determining the two levels of instability that are associated with thin web materials traveling through process machinery. The first level of instability involves the out-of-plane buckling of expanses of web supported only by rollers at opposing ends. A method is developed using linear plate theory, which is verified by tests that show that this first level of instability can be predicted. The second level of instability involves the buckling of the web when it has taken the form of a cylindrical shell as it transits a roller. A nonlinear finite element method with strain dependent constitutive relations is developed and verified by tests to predict this second level of instability.
    keyword(s): Buckling , Rollers , Tension , Machinery , Shells , Pipes , Failure , Stress AND Travel ,
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      The Instability of Webs in Transport

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    http://yetl.yabesh.ir/yetl1/handle/yetl/145305
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    contributor authorJ. A. Beisel
    contributor authorJ. K. Good
    date accessioned2017-05-09T00:42:14Z
    date available2017-05-09T00:42:14Z
    date copyrightJanuary, 2011
    date issued2011
    identifier issn0021-8936
    identifier otherJAMCAV-26798#011001_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/145305
    description abstractA method is presented for determining the two levels of instability that are associated with thin web materials traveling through process machinery. The first level of instability involves the out-of-plane buckling of expanses of web supported only by rollers at opposing ends. A method is developed using linear plate theory, which is verified by tests that show that this first level of instability can be predicted. The second level of instability involves the buckling of the web when it has taken the form of a cylindrical shell as it transits a roller. A nonlinear finite element method with strain dependent constitutive relations is developed and verified by tests to predict this second level of instability.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThe Instability of Webs in Transport
    typeJournal Paper
    journal volume78
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4002116
    journal fristpage11001
    identifier eissn1528-9036
    keywordsBuckling
    keywordsRollers
    keywordsTension
    keywordsMachinery
    keywordsShells
    keywordsPipes
    keywordsFailure
    keywordsStress AND Travel
    treeJournal of Applied Mechanics:;2011:;volume( 078 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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