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    The Refined Theory of One-Dimensional Quasi-Crystals in Thick Plate Structures

    Source: Journal of Applied Mechanics:;2011:;volume( 078 ):;issue: 003::page 31021
    Author:
    Yang Gao
    ,
    Andreas Ricoeur
    DOI: 10.1115/1.4003367
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: For one-dimensional quasi-crystals, the refined theory of thick plates is explicitly established from the general solution of quasi-crystals and the Luré method without employing ad hoc stress or deformation assumptions. For a homogeneous plate, the exact equations and solutions are derived, which consist of three parts: the biharmonic part, the shear part, and the transcendental part. For a nonhomogeneous plate, the exact governing differential equations and solutions under pure normal loadings and pure shear loadings, respectively, are obtained directly from the refined plate theory. In an illustrative example, explicit expressions of analytical solutions are obtained for torsion of a rectangular quasi-crystal plate.
    keyword(s): Shear (Mechanics) , Equations , Boundary-value problems , Plates (structures) , Quasicrystals , Quality control AND Stress ,
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      The Refined Theory of One-Dimensional Quasi-Crystals in Thick Plate Structures

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    contributor authorYang Gao
    contributor authorAndreas Ricoeur
    date accessioned2017-05-09T00:42:11Z
    date available2017-05-09T00:42:11Z
    date copyrightMay, 2011
    date issued2011
    identifier issn0021-8936
    identifier otherJAMCAV-26804#031021_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/145275
    description abstractFor one-dimensional quasi-crystals, the refined theory of thick plates is explicitly established from the general solution of quasi-crystals and the Luré method without employing ad hoc stress or deformation assumptions. For a homogeneous plate, the exact equations and solutions are derived, which consist of three parts: the biharmonic part, the shear part, and the transcendental part. For a nonhomogeneous plate, the exact governing differential equations and solutions under pure normal loadings and pure shear loadings, respectively, are obtained directly from the refined plate theory. In an illustrative example, explicit expressions of analytical solutions are obtained for torsion of a rectangular quasi-crystal plate.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThe Refined Theory of One-Dimensional Quasi-Crystals in Thick Plate Structures
    typeJournal Paper
    journal volume78
    journal issue3
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4003367
    journal fristpage31021
    identifier eissn1528-9036
    keywordsShear (Mechanics)
    keywordsEquations
    keywordsBoundary-value problems
    keywordsPlates (structures)
    keywordsQuasicrystals
    keywordsQuality control AND Stress
    treeJournal of Applied Mechanics:;2011:;volume( 078 ):;issue: 003
    contenttypeFulltext
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