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    Multiple Neutral Axes in Bending of a Multiple Layer Beam With Extremely Different Elastic Properties

    Source: Journal of Applied Mechanics:;2014:;volume( 081 ):;issue: 011::page 114501
    Author:
    Shi, Yan
    ,
    Rogers, John A.
    ,
    Gao, Cunfa
    ,
    Huang, Yonggang
    DOI: 10.1115/1.4028465
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The multilayer beam consisted of materials with extremely different elastic properties, such as silicon and Polydimethylsiloxane (PDMS), has many important applications. The Kirchhoff assumption that the straight lines normal to the midsurface remain normal after deformation does not hold any more. The energy method is used to establish a simple analytic model for multilayered structures with extremely different elastic properties. The analytic model is validated by finite element analysis.
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      Multiple Neutral Axes in Bending of a Multiple Layer Beam With Extremely Different Elastic Properties

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    contributor authorShi, Yan
    contributor authorRogers, John A.
    contributor authorGao, Cunfa
    contributor authorHuang, Yonggang
    date accessioned2017-05-09T01:05:03Z
    date available2017-05-09T01:05:03Z
    date issued2014
    identifier issn0021-8936
    identifier otherjam_081_11_114501.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/153900
    description abstractThe multilayer beam consisted of materials with extremely different elastic properties, such as silicon and Polydimethylsiloxane (PDMS), has many important applications. The Kirchhoff assumption that the straight lines normal to the midsurface remain normal after deformation does not hold any more. The energy method is used to establish a simple analytic model for multilayered structures with extremely different elastic properties. The analytic model is validated by finite element analysis.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleMultiple Neutral Axes in Bending of a Multiple Layer Beam With Extremely Different Elastic Properties
    typeJournal Paper
    journal volume81
    journal issue11
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4028465
    journal fristpage114501
    journal lastpage114501
    identifier eissn1528-9036
    treeJournal of Applied Mechanics:;2014:;volume( 081 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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