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    Rotating Beams and Nonrotating Beams With Shared Eigenpair

    Source: Journal of Applied Mechanics:;2009:;volume( 076 ):;issue: 005::page 51006
    Author:
    Ananth Kumar
    ,
    Ranjan Ganguli
    DOI: 10.1115/1.3112741
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, we look for rotating beams whose eigenpair (frequency and mode-shape) is the same as that of uniform nonrotating beams for a particular mode. It is found that, for any given mode, there exist flexural stiffness functions (FSFs) for which the jth mode eigenpair of a rotating beam, with uniform mass distribution, is identical to that of a corresponding nonrotating uniform beam with the same length and mass distribution. By putting the derived FSF in the finite element analysis of a rotating cantilever beam, the frequencies and mode-shapes of a nonrotating cantilever beam are obtained. For the first mode, a physically feasible equivalent rotating beam exists, but for higher modes, the flexural stiffness has internal singularities. Strategies for addressing the singularities in the FSF for finite element analysis are provided. The proposed functions can be used as test-functions for rotating beam codes and for targeted destiffening of rotating beams.
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      Rotating Beams and Nonrotating Beams With Shared Eigenpair

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    http://yetl.yabesh.ir/yetl1/handle/yetl/139712
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    contributor authorAnanth Kumar
    contributor authorRanjan Ganguli
    date accessioned2017-05-09T00:31:13Z
    date available2017-05-09T00:31:13Z
    date copyrightSeptember, 2009
    date issued2009
    identifier issn0021-8936
    identifier otherJAMCAV-26760#051006_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/139712
    description abstractIn this paper, we look for rotating beams whose eigenpair (frequency and mode-shape) is the same as that of uniform nonrotating beams for a particular mode. It is found that, for any given mode, there exist flexural stiffness functions (FSFs) for which the jth mode eigenpair of a rotating beam, with uniform mass distribution, is identical to that of a corresponding nonrotating uniform beam with the same length and mass distribution. By putting the derived FSF in the finite element analysis of a rotating cantilever beam, the frequencies and mode-shapes of a nonrotating cantilever beam are obtained. For the first mode, a physically feasible equivalent rotating beam exists, but for higher modes, the flexural stiffness has internal singularities. Strategies for addressing the singularities in the FSF for finite element analysis are provided. The proposed functions can be used as test-functions for rotating beam codes and for targeted destiffening of rotating beams.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleRotating Beams and Nonrotating Beams With Shared Eigenpair
    typeJournal Paper
    journal volume76
    journal issue5
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3112741
    journal fristpage51006
    identifier eissn1528-9036
    treeJournal of Applied Mechanics:;2009:;volume( 076 ):;issue: 005
    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