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    Estimation of the Collapse Loads of Thin-Walled Cylinders in Axial Compression

    Source: Journal of Applied Mechanics:;1979:;volume( 046 ):;issue: 002::page 381
    Author:
    C. G. Foster
    DOI: 10.1115/1.3424559
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: By considering the Yoshimura pattern obtained in buckling thin-walled cylinders as a space frame and calculating the collapse loads of the compression members the critical loads of a buckling cylinder can be estimated. Excellent agreement has been obtained with one set of published experimental data in establishing both the postbuckling critical loads and the initial buckling load.
    keyword(s): Stress , Collapse , Compression , Cylinders , Buckling AND Space frame structures ,
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      Estimation of the Collapse Loads of Thin-Walled Cylinders in Axial Compression

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    contributor authorC. G. Foster
    date accessioned2017-05-08T23:06:09Z
    date available2017-05-08T23:06:09Z
    date copyrightJune, 1979
    date issued1979
    identifier issn0021-8936
    identifier otherJAMCAV-26120#381_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/91798
    description abstractBy considering the Yoshimura pattern obtained in buckling thin-walled cylinders as a space frame and calculating the collapse loads of the compression members the critical loads of a buckling cylinder can be estimated. Excellent agreement has been obtained with one set of published experimental data in establishing both the postbuckling critical loads and the initial buckling load.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleEstimation of the Collapse Loads of Thin-Walled Cylinders in Axial Compression
    typeJournal Paper
    journal volume46
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3424559
    journal fristpage381
    journal lastpage385
    identifier eissn1528-9036
    keywordsStress
    keywordsCollapse
    keywordsCompression
    keywordsCylinders
    keywordsBuckling AND Space frame structures
    treeJournal of Applied Mechanics:;1979:;volume( 046 ):;issue: 002
    contenttypeFulltext
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