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    Refinements in the Approximate Analysis of Web-Stiffened Sandwich Structures

    Source: Journal of Applied Mechanics:;1973:;volume( 040 ):;issue: 004::page 992
    Author:
    Y. N. Chen
    ,
    F. Cicero
    ,
    J. Kempner
    DOI: 10.1115/1.3423200
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Presented in this work is a method of construction of approximate functions in connection with the energy formulation of certain eigenvalue problems of web-stiffened sandwich structures. The construction is based upon the method of Young together with a group of fundamental functions deduced from Timoshenko’s flexural equations for elastic beams. The analysis is exemplified and numerically tested by the eigenvalue problems of free vibrations and buckling of one-dimensional sandwich structures. Results indicate that the present method possesses advantages over similar constructions oriented from the classical flexural normal modes of Bernoulli-Euler.
    keyword(s): Sandwich structures , Functions , Construction , Eigenvalues , Equations , Free vibrations AND Buckling ,
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      Refinements in the Approximate Analysis of Web-Stiffened Sandwich Structures

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    https://yetl.yabesh.ir/yetl1/handle/yetl/163351
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    contributor authorY. N. Chen
    contributor authorF. Cicero
    contributor authorJ. Kempner
    date accessioned2017-05-09T01:35:40Z
    date available2017-05-09T01:35:40Z
    date copyrightDecember, 1973
    date issued1973
    identifier issn0021-8936
    identifier otherJAMCAV-25994#992_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/163351
    description abstractPresented in this work is a method of construction of approximate functions in connection with the energy formulation of certain eigenvalue problems of web-stiffened sandwich structures. The construction is based upon the method of Young together with a group of fundamental functions deduced from Timoshenko’s flexural equations for elastic beams. The analysis is exemplified and numerically tested by the eigenvalue problems of free vibrations and buckling of one-dimensional sandwich structures. Results indicate that the present method possesses advantages over similar constructions oriented from the classical flexural normal modes of Bernoulli-Euler.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleRefinements in the Approximate Analysis of Web-Stiffened Sandwich Structures
    typeJournal Paper
    journal volume40
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3423200
    journal fristpage992
    journal lastpage996
    identifier eissn1528-9036
    keywordsSandwich structures
    keywordsFunctions
    keywordsConstruction
    keywordsEigenvalues
    keywordsEquations
    keywordsFree vibrations AND Buckling
    treeJournal of Applied Mechanics:;1973:;volume( 040 ):;issue: 004
    contenttypeFulltext
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