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    Free Vibration of Curvilinearly Stiffened Shallow Shells

    Source: Journal of Vibration and Acoustics:;2015:;volume( 137 ):;issue: 003::page 31006
    Author:
    Shi, Peng
    ,
    Kapania, Rakesh K.
    ,
    Dong, C. Y.
    DOI: 10.1115/1.4029360
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The free vibration of curvilinearly stiffened shallow shells is investigated by the Ritz method. Based on the firstorder shear deformation shell theory and threedimensional (3D) curved beam theory, the strain and kinetic energies of the stiffened shells are introduced. The stiffener can be placed anywhere within the shell, without the need for having the stiffener and shell element nodes coincide. Numerical results with different geometrical shells and boundary conditions and different stiffener locations and curvatures are analyzed to verify the feasibility of the presented Ritz method for solving the problems. The results show good agreement with those using other methods, e.g., using a converged set of results obtained by Nastran.
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      Free Vibration of Curvilinearly Stiffened Shallow Shells

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    http://yetl.yabesh.ir/yetl1/handle/yetl/160041
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    contributor authorShi, Peng
    contributor authorKapania, Rakesh K.
    contributor authorDong, C. Y.
    date accessioned2017-05-09T01:25:01Z
    date available2017-05-09T01:25:01Z
    date issued2015
    identifier issn1048-9002
    identifier othervib_137_03_031006.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/160041
    description abstractThe free vibration of curvilinearly stiffened shallow shells is investigated by the Ritz method. Based on the firstorder shear deformation shell theory and threedimensional (3D) curved beam theory, the strain and kinetic energies of the stiffened shells are introduced. The stiffener can be placed anywhere within the shell, without the need for having the stiffener and shell element nodes coincide. Numerical results with different geometrical shells and boundary conditions and different stiffener locations and curvatures are analyzed to verify the feasibility of the presented Ritz method for solving the problems. The results show good agreement with those using other methods, e.g., using a converged set of results obtained by Nastran.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleFree Vibration of Curvilinearly Stiffened Shallow Shells
    typeJournal Paper
    journal volume137
    journal issue3
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.4029360
    journal fristpage31006
    journal lastpage31006
    identifier eissn1528-8927
    treeJournal of Vibration and Acoustics:;2015:;volume( 137 ):;issue: 003
    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