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    3-D Exact Free Vibration Analysis of Transversely Isotropic Cylindrical Panels

    Source: Journal of Vibration and Acoustics:;1998:;volume( 120 ):;issue: 004::page 982
    Author:
    Chen Weiqiu
    ,
    Cai Jinbiao
    ,
    Ye Guiru
    ,
    Ding Haojiang
    DOI: 10.1115/1.2893930
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents an exact analysis of the free vibration of simply supported, transversely isotropic cylindrical panels. Based on the three dimensional elasticity for transversely isotropic media, three displacement functions are introduced so that the equations of motion are uncoupled and simplified. After expanding these functions with orthogonal series, the equations of free vibration problems are further reduced to three second order ordinary differential equations. A modified Bessel function solution with complex arguments is then directly used for the case of complex eigenvalues, which, to the authors’ knowledge, has never been reported before. To clarify the correctness and effectiveness of the developed method, numerical examples are presented and compared to the results of existent papers.
    keyword(s): Free vibrations , Functions , Elasticity , Equations of motion , Differential equations , Bessel functions , Displacement , Eigenvalues AND Equations ,
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      3-D Exact Free Vibration Analysis of Transversely Isotropic Cylindrical Panels

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/121398
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    contributor authorChen Weiqiu
    contributor authorCai Jinbiao
    contributor authorYe Guiru
    contributor authorDing Haojiang
    date accessioned2017-05-08T23:58:20Z
    date available2017-05-08T23:58:20Z
    date copyrightOctober, 1998
    date issued1998
    identifier issn1048-9002
    identifier otherJVACEK-28845#982_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/121398
    description abstractThis paper presents an exact analysis of the free vibration of simply supported, transversely isotropic cylindrical panels. Based on the three dimensional elasticity for transversely isotropic media, three displacement functions are introduced so that the equations of motion are uncoupled and simplified. After expanding these functions with orthogonal series, the equations of free vibration problems are further reduced to three second order ordinary differential equations. A modified Bessel function solution with complex arguments is then directly used for the case of complex eigenvalues, which, to the authors’ knowledge, has never been reported before. To clarify the correctness and effectiveness of the developed method, numerical examples are presented and compared to the results of existent papers.
    publisherThe American Society of Mechanical Engineers (ASME)
    title3-D Exact Free Vibration Analysis of Transversely Isotropic Cylindrical Panels
    typeJournal Paper
    journal volume120
    journal issue4
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.2893930
    journal fristpage982
    journal lastpage986
    identifier eissn1528-8927
    keywordsFree vibrations
    keywordsFunctions
    keywordsElasticity
    keywordsEquations of motion
    keywordsDifferential equations
    keywordsBessel functions
    keywordsDisplacement
    keywordsEigenvalues AND Equations
    treeJournal of Vibration and Acoustics:;1998:;volume( 120 ):;issue: 004
    contenttypeFulltext
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