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    Vibration of Thick Doubly-Curved Stress Free Shallow Shells of Curvilinear Planform

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 005
    Author:
    K. M. Liew
    ,
    C. W. Lim
    DOI: 10.1061/(ASCE)0733-9399(1997)123:5(413)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the formulation and numerical analysis for free vibration of a class of thick, shear deformable stress free shallow shells. Using the Ritz energy approach, the higher-order shell theory is presented with a set of globally versatile shape functions. The eigenvalue equation is formulated and solved to obtain the natural frequencies and mode shapes of the thick shells of elliptic planform. As expected, a comparison between thin and thick shell results shows the thin shell theory that ignores transverse shear deformation, and rotary inertia overestimates the flexural stiffness and thus the vibration frequency. The curvature and shallowness ratios have minor effects on the vibratory characteristics of thick shells. A set of first known contour and three-dimensional displacement mode shapes is also presented to illustrate the vibration nature of thick shells.
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      Vibration of Thick Doubly-Curved Stress Free Shallow Shells of Curvilinear Planform

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    contributor authorK. M. Liew
    contributor authorC. W. Lim
    date accessioned2017-05-08T22:38:17Z
    date available2017-05-08T22:38:17Z
    date copyrightMay 1997
    date issued1997
    identifier other%28asce%290733-9399%281997%29123%3A5%28413%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84592
    description abstractThis paper presents the formulation and numerical analysis for free vibration of a class of thick, shear deformable stress free shallow shells. Using the Ritz energy approach, the higher-order shell theory is presented with a set of globally versatile shape functions. The eigenvalue equation is formulated and solved to obtain the natural frequencies and mode shapes of the thick shells of elliptic planform. As expected, a comparison between thin and thick shell results shows the thin shell theory that ignores transverse shear deformation, and rotary inertia overestimates the flexural stiffness and thus the vibration frequency. The curvature and shallowness ratios have minor effects on the vibratory characteristics of thick shells. A set of first known contour and three-dimensional displacement mode shapes is also presented to illustrate the vibration nature of thick shells.
    publisherAmerican Society of Civil Engineers
    titleVibration of Thick Doubly-Curved Stress Free Shallow Shells of Curvilinear Planform
    typeJournal Paper
    journal volume123
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1997)123:5(413)
    treeJournal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 005
    contenttypeFulltext
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