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    Stationary and Transient Response of Cylindrical Shells Under Random Excitation

    Source: Journal of Pressure Vessel Technology:;1988:;volume( 110 ):;issue: 002::page 205
    Author:
    A. V. Singh
    DOI: 10.1115/1.3265588
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents the random vibration analysis of a simply supported cylindrical shell under a ring load which is uniform around the circumference. The time history of the excitation is assumed to be a stationary wide-band random process. The finite element method and the condition of symmetry along the length of the cylinder are used to calculate the natural frequencies and associated mode shapes. Maximum values of the mean square displacements and velocities occur at the point of application of the load. It is seen that the transient response of the shell under wide band stationary excitation is nonstationary in the initial stages and approaches the stationary solution for large value of time.
    keyword(s): Pipes , Random excitation , Transients (Dynamics) , Stress , Finite element methods , Shapes , Shells , Stochastic processes , Random vibration , Cylinders AND Frequency ,
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      Stationary and Transient Response of Cylindrical Shells Under Random Excitation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/104374
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    contributor authorA. V. Singh
    date accessioned2017-05-08T23:28:00Z
    date available2017-05-08T23:28:00Z
    date copyrightMay, 1988
    date issued1988
    identifier issn0094-9930
    identifier otherJPVTAS-28301#205_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/104374
    description abstractThis paper presents the random vibration analysis of a simply supported cylindrical shell under a ring load which is uniform around the circumference. The time history of the excitation is assumed to be a stationary wide-band random process. The finite element method and the condition of symmetry along the length of the cylinder are used to calculate the natural frequencies and associated mode shapes. Maximum values of the mean square displacements and velocities occur at the point of application of the load. It is seen that the transient response of the shell under wide band stationary excitation is nonstationary in the initial stages and approaches the stationary solution for large value of time.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleStationary and Transient Response of Cylindrical Shells Under Random Excitation
    typeJournal Paper
    journal volume110
    journal issue2
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.3265588
    journal fristpage205
    journal lastpage209
    identifier eissn1528-8978
    keywordsPipes
    keywordsRandom excitation
    keywordsTransients (Dynamics)
    keywordsStress
    keywordsFinite element methods
    keywordsShapes
    keywordsShells
    keywordsStochastic processes
    keywordsRandom vibration
    keywordsCylinders AND Frequency
    treeJournal of Pressure Vessel Technology:;1988:;volume( 110 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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