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    Buckling and Initial Postbuckling Behavior of Oval Cylindrical Shells Under Axial Compression

    Source: Journal of Applied Mechanics:;1968:;volume( 035 ):;issue: 001::page 66
    Author:
    J. W. Hutchinson
    DOI: 10.1115/1.3601175
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Buckling and initial postbuckling behavior is determined for thin, elastic cylindrical shells of elliptical cross section. This study complements the buckling and advanced postbuckling calculations reported by Kempner and Chen on a similar class of shells. The initial postbuckling analysis indicates that, like compressed circular cylinders, the oval cylinders will be highly sensitive to small geometrical imperfections and may buckle at loads well below the predictions for the perfect shell. On the other hand, buckling will not necessarily result in complete collapse. A series of simple tests has been performed which provide qualitative verification of the major features of the theory.
    keyword(s): Pipes , Buckling , Compression , Shells , Stress , Cylinders , Circular cylinders AND Collapse ,
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      Buckling and Initial Postbuckling Behavior of Oval Cylindrical Shells Under Axial Compression

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    http://yetl.yabesh.ir/yetl1/handle/yetl/125223
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    contributor authorJ. W. Hutchinson
    date accessioned2017-05-09T00:04:53Z
    date available2017-05-09T00:04:53Z
    date copyrightMarch, 1968
    date issued1968
    identifier issn0021-8936
    identifier otherJAMCAV-25866#66_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/125223
    description abstractBuckling and initial postbuckling behavior is determined for thin, elastic cylindrical shells of elliptical cross section. This study complements the buckling and advanced postbuckling calculations reported by Kempner and Chen on a similar class of shells. The initial postbuckling analysis indicates that, like compressed circular cylinders, the oval cylinders will be highly sensitive to small geometrical imperfections and may buckle at loads well below the predictions for the perfect shell. On the other hand, buckling will not necessarily result in complete collapse. A series of simple tests has been performed which provide qualitative verification of the major features of the theory.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleBuckling and Initial Postbuckling Behavior of Oval Cylindrical Shells Under Axial Compression
    typeJournal Paper
    journal volume35
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3601175
    journal fristpage66
    journal lastpage72
    identifier eissn1528-9036
    keywordsPipes
    keywordsBuckling
    keywordsCompression
    keywordsShells
    keywordsStress
    keywordsCylinders
    keywordsCircular cylinders AND Collapse
    treeJournal of Applied Mechanics:;1968:;volume( 035 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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