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    Shear Effects on Energy Dissipation From an Elastic Beam on a Rigid Foundation

    Source: Journal of Applied Mechanics:;2016:;volume( 083 ):;issue: 001::page 11004
    Author:
    Brink, Adam R.
    ,
    Dane Quinn, D.
    DOI: 10.1115/1.4031764
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This work describes the energy dissipation arising from microslip for an elastic shell incorporating shear and longitudinal deformation resting on a roughrigid foundation. This phenomenon is investigated using finite element (FE) analysis and nonlinear geometrically exact shell theory. Both approaches illustrate the effect of shear within the shell and observe a reduction in the energy dissipated from microslip as compared to a similar system neglecting shear deformation. In particular, it is found that the shear deformation allows for load to be transmitted beyond the region of slip so that the entire interface contributes to the load carrying capability of the shell. The energy dissipation resulting from the shell model is shown to agree well with that arising from the FE model, and this representation can be used as a basis for reduced order models that capture the microslip phenomenon.
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      Shear Effects on Energy Dissipation From an Elastic Beam on a Rigid Foundation

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    contributor authorBrink, Adam R.
    contributor authorDane Quinn, D.
    date accessioned2017-05-09T01:25:31Z
    date available2017-05-09T01:25:31Z
    date issued2016
    identifier issn0021-8936
    identifier otherjam_083_01_011004.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/160190
    description abstractThis work describes the energy dissipation arising from microslip for an elastic shell incorporating shear and longitudinal deformation resting on a roughrigid foundation. This phenomenon is investigated using finite element (FE) analysis and nonlinear geometrically exact shell theory. Both approaches illustrate the effect of shear within the shell and observe a reduction in the energy dissipated from microslip as compared to a similar system neglecting shear deformation. In particular, it is found that the shear deformation allows for load to be transmitted beyond the region of slip so that the entire interface contributes to the load carrying capability of the shell. The energy dissipation resulting from the shell model is shown to agree well with that arising from the FE model, and this representation can be used as a basis for reduced order models that capture the microslip phenomenon.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleShear Effects on Energy Dissipation From an Elastic Beam on a Rigid Foundation
    typeJournal Paper
    journal volume83
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4031764
    journal fristpage11004
    journal lastpage11004
    identifier eissn1528-9036
    treeJournal of Applied Mechanics:;2016:;volume( 083 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian