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    Initial Postbuckling Behavior of Imperfect, Antisymmetric Cross-Ply Cylindrical Shells Under Torsion

    Source: Journal of Applied Mechanics:;1987:;volume( 054 ):;issue: 001::page 174
    Author:
    David Hui
    ,
    I. H. Y. Du
    DOI: 10.1115/1.3172954
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper deals with the initial postbuckling of antisymmetric cross-ply closed cylindrical shells under torsion. Under the assumptions employed in Koiter’s theory of elastic stability, the structure is imperfection-sensitive in certain intermediate ranges of the reduced-Batdorf parameter (approx. 4 ≤ ZH ≤ 20.0). Due to different material bending-stretching coupling behavior, the (0 deg inside, 90 deg outside) two-layer clamped cylinder is less imperfection sensitive than the (90 deg inside, 0 deg outside) configuration. The increase in torsional buckling load due to a higher value of Young’s moduli ratio is not necessarily accompanied by a higher degree of imperfection-sensitivity. The paper is the first to consider imperfection shape to be identical to the torsional buckling mode and presents concise parameter variations involving the reduced-Batdorf paramter and Young’s moduli ratio.
    keyword(s): Torsion , Pipes , Buckling , Cylinders , Shapes , Stability AND Stress ,
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      Initial Postbuckling Behavior of Imperfect, Antisymmetric Cross-Ply Cylindrical Shells Under Torsion

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    http://yetl.yabesh.ir/yetl1/handle/yetl/102198
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    contributor authorDavid Hui
    contributor authorI. H. Y. Du
    date accessioned2017-05-08T23:24:21Z
    date available2017-05-08T23:24:21Z
    date copyrightMarch, 1987
    date issued1987
    identifier issn0021-8936
    identifier otherJAMCAV-26277#174_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/102198
    description abstractThis paper deals with the initial postbuckling of antisymmetric cross-ply closed cylindrical shells under torsion. Under the assumptions employed in Koiter’s theory of elastic stability, the structure is imperfection-sensitive in certain intermediate ranges of the reduced-Batdorf parameter (approx. 4 ≤ ZH ≤ 20.0). Due to different material bending-stretching coupling behavior, the (0 deg inside, 90 deg outside) two-layer clamped cylinder is less imperfection sensitive than the (90 deg inside, 0 deg outside) configuration. The increase in torsional buckling load due to a higher value of Young’s moduli ratio is not necessarily accompanied by a higher degree of imperfection-sensitivity. The paper is the first to consider imperfection shape to be identical to the torsional buckling mode and presents concise parameter variations involving the reduced-Batdorf paramter and Young’s moduli ratio.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleInitial Postbuckling Behavior of Imperfect, Antisymmetric Cross-Ply Cylindrical Shells Under Torsion
    typeJournal Paper
    journal volume54
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3172954
    journal fristpage174
    journal lastpage180
    identifier eissn1528-9036
    keywordsTorsion
    keywordsPipes
    keywordsBuckling
    keywordsCylinders
    keywordsShapes
    keywordsStability AND Stress
    treeJournal of Applied Mechanics:;1987:;volume( 054 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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