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    Design of Laminated Composite Plates for Maximum Shear Buckling Loads

    Source: Journal of Energy Resources Technology:;1993:;volume( 115 ):;issue: 004::page 314
    Author:
    R. R. Chang
    ,
    K. H. Chu
    ,
    T. Y. Kam
    DOI: 10.1115/1.2906438
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The optimal lamination arrangements of laminated composite plates with maximum shear buckling loads are studied via a multi-start global optimization technique. A previously proposed shear deformable finite element is used to evaluate the positive and negative shear buckling loads of laminated composite plates in the optimal design process. Optimal lay-ups of thin as well as moderately thick composite plates with global maximum positive or negative shear buckling loads are determined utilizing the multi-start global optimal design technique. A number of examples of the optimal shear buckling design of symmetrically and antisymmetrically laminated composite plates with various material properties, length-to-thickness ratios, aspect ratios and different numbers of layer gorups are given to illustrate the trends of optimal layer orientations of the plates. Since the existence of in-plane axial forces is possible, the effects of axial compressive load on the optimal layer orientations for maximum shear buckling load are also investigated.
    keyword(s): Composite materials , Stress , Shear (Mechanics) , Design , Plates (structures) AND Buckling ,
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      Design of Laminated Composite Plates for Maximum Shear Buckling Loads

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/111817
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    • Journal of Energy Resources Technology

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    contributor authorR. R. Chang
    contributor authorK. H. Chu
    contributor authorT. Y. Kam
    date accessioned2017-05-08T23:41:07Z
    date available2017-05-08T23:41:07Z
    date copyrightDecember, 1993
    date issued1993
    identifier issn0195-0738
    identifier otherJERTD2-26452#314_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/111817
    description abstractThe optimal lamination arrangements of laminated composite plates with maximum shear buckling loads are studied via a multi-start global optimization technique. A previously proposed shear deformable finite element is used to evaluate the positive and negative shear buckling loads of laminated composite plates in the optimal design process. Optimal lay-ups of thin as well as moderately thick composite plates with global maximum positive or negative shear buckling loads are determined utilizing the multi-start global optimal design technique. A number of examples of the optimal shear buckling design of symmetrically and antisymmetrically laminated composite plates with various material properties, length-to-thickness ratios, aspect ratios and different numbers of layer gorups are given to illustrate the trends of optimal layer orientations of the plates. Since the existence of in-plane axial forces is possible, the effects of axial compressive load on the optimal layer orientations for maximum shear buckling load are also investigated.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDesign of Laminated Composite Plates for Maximum Shear Buckling Loads
    typeJournal Paper
    journal volume115
    journal issue4
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.2906438
    journal fristpage314
    journal lastpage322
    identifier eissn1528-8994
    keywordsComposite materials
    keywordsStress
    keywordsShear (Mechanics)
    keywordsDesign
    keywordsPlates (structures) AND Buckling
    treeJournal of Energy Resources Technology:;1993:;volume( 115 ):;issue: 004
    contenttypeFulltext
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