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    Ritz Method for Vibration Analysis of Cylindrical Shells with Ring Stiffeners

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 002
    Author:
    C. M. Wang
    ,
    S. Swaddiwudhipong
    ,
    J. Tian
    DOI: 10.1061/(ASCE)0733-9399(1997)123:2(134)
    Publisher: American Society of Civil Engineers
    Abstract: It is generally perceived that it is awkward to automate the Ritz method for structural analysis because the Ritz functions that satisfy one combination of boundary conditions cannot be used for another. To handle general boundary conditions, analysts thus resort to the use of Lagrangian multipliers or discretization methods such as the finite-element method, finite-difference method, and the differential quadrature method. Contrary to the foregoing perception, this paper demonstrates the manner in which the Ritz method can be conveniently automated for the vibration analysis of cylindrical shells with varying ring-stiffener distribution. To achieve this, a set of Ritz functions is proposed that contains the boundary equations raised to appropriate integer powers so that the geometric boundary conditions are satisfied a priori. The presented Ritz formulation has been nondimensionalized to obtain generic solutions for shells with various stiffener distributions. Based on these solutions, the effects of stiffener eccentricity, number, sizes, and locations on the vibration frequencies were examined.
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      Ritz Method for Vibration Analysis of Cylindrical Shells with Ring Stiffeners

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84551
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    contributor authorC. M. Wang
    contributor authorS. Swaddiwudhipong
    contributor authorJ. Tian
    date accessioned2017-05-08T22:38:13Z
    date available2017-05-08T22:38:13Z
    date copyrightFebruary 1997
    date issued1997
    identifier other%28asce%290733-9399%281997%29123%3A2%28134%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84551
    description abstractIt is generally perceived that it is awkward to automate the Ritz method for structural analysis because the Ritz functions that satisfy one combination of boundary conditions cannot be used for another. To handle general boundary conditions, analysts thus resort to the use of Lagrangian multipliers or discretization methods such as the finite-element method, finite-difference method, and the differential quadrature method. Contrary to the foregoing perception, this paper demonstrates the manner in which the Ritz method can be conveniently automated for the vibration analysis of cylindrical shells with varying ring-stiffener distribution. To achieve this, a set of Ritz functions is proposed that contains the boundary equations raised to appropriate integer powers so that the geometric boundary conditions are satisfied a priori. The presented Ritz formulation has been nondimensionalized to obtain generic solutions for shells with various stiffener distributions. Based on these solutions, the effects of stiffener eccentricity, number, sizes, and locations on the vibration frequencies were examined.
    publisherAmerican Society of Civil Engineers
    titleRitz Method for Vibration Analysis of Cylindrical Shells with Ring Stiffeners
    typeJournal Paper
    journal volume123
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1997)123:2(134)
    treeJournal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 002
    contenttypeFulltext
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