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    Buckling of Laminated Cylindrical Panels Under Uniaxial Compression

    Source: Journal of Energy Resources Technology:;1991:;volume( 113 ):;issue: 004::page 250
    Author:
    K. Chandrashekhara
    DOI: 10.1115/1.2905908
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Buckling characteristics of anisotropic laminated cylindrical panels are presented using an isoparametric nine-noded rectangular element. Kinematic relations, extended to include the first-order shear deformation theory, are utilized in the formulation. Numerical results are presented for laminated cylindrical panels under uniaxial compression loading to illustrate the influence of panel sizes, orientation of layers, material properties, and boundary conditions on the buckling loads. Results for plates are also presented as special cases and are compared with the available solutions.
    keyword(s): Buckling , Compression , Shear deformation , Stress , Materials properties , Plates (structures) AND Boundary-value problems ,
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      Buckling of Laminated Cylindrical Panels Under Uniaxial Compression

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    http://yetl.yabesh.ir/yetl1/handle/yetl/108430
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    contributor authorK. Chandrashekhara
    date accessioned2017-05-08T23:35:20Z
    date available2017-05-08T23:35:20Z
    date copyrightDecember, 1991
    date issued1991
    identifier issn0195-0738
    identifier otherJERTD2-26440#250_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/108430
    description abstractBuckling characteristics of anisotropic laminated cylindrical panels are presented using an isoparametric nine-noded rectangular element. Kinematic relations, extended to include the first-order shear deformation theory, are utilized in the formulation. Numerical results are presented for laminated cylindrical panels under uniaxial compression loading to illustrate the influence of panel sizes, orientation of layers, material properties, and boundary conditions on the buckling loads. Results for plates are also presented as special cases and are compared with the available solutions.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleBuckling of Laminated Cylindrical Panels Under Uniaxial Compression
    typeJournal Paper
    journal volume113
    journal issue4
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.2905908
    journal fristpage250
    journal lastpage253
    identifier eissn1528-8994
    keywordsBuckling
    keywordsCompression
    keywordsShear deformation
    keywordsStress
    keywordsMaterials properties
    keywordsPlates (structures) AND Boundary-value problems
    treeJournal of Energy Resources Technology:;1991:;volume( 113 ):;issue: 004
    contenttypeFulltext
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