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    Buckling and Postbuckling Behavior of Clamped Shallow Spherical Shells Under Axisymmetric Ring Loads

    Source: Journal of Applied Mechanics:;1971:;volume( 038 ):;issue: 004::page 996
    Author:
    N. Akkas
    ,
    N. R. Bauld
    DOI: 10.1115/1.3408987
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents the results of a numerical study of the buckling and initial post-buckling behavior of clamped shallow spherical shells under axisymmetric ring loads. This behavior is studied for a cap with fixed geometry when the location of the ring load is allowed to vary from the equivalent of a concentrated load at the apex to a location near the midpoint of the shell base radius, and for a fixed ring load location when the shell geometry is allowed to vary. It is found in both studies that a significant range of the geometric shell parameter λ exists such that buckling is accompanied by a loss in load-carrying capacity.
    keyword(s): Stress , Buckling , Shallow spherical shells , Shells , Geometry AND Load bearing capacity ,
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      Buckling and Postbuckling Behavior of Clamped Shallow Spherical Shells Under Axisymmetric Ring Loads

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/147945
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    contributor authorN. Akkas
    contributor authorN. R. Bauld
    date accessioned2017-05-09T00:47:46Z
    date available2017-05-09T00:47:46Z
    date copyrightDecember, 1971
    date issued1971
    identifier issn0021-8936
    identifier otherJAMCAV-25950#996_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/147945
    description abstractThis paper presents the results of a numerical study of the buckling and initial post-buckling behavior of clamped shallow spherical shells under axisymmetric ring loads. This behavior is studied for a cap with fixed geometry when the location of the ring load is allowed to vary from the equivalent of a concentrated load at the apex to a location near the midpoint of the shell base radius, and for a fixed ring load location when the shell geometry is allowed to vary. It is found in both studies that a significant range of the geometric shell parameter λ exists such that buckling is accompanied by a loss in load-carrying capacity.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleBuckling and Postbuckling Behavior of Clamped Shallow Spherical Shells Under Axisymmetric Ring Loads
    typeJournal Paper
    journal volume38
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3408987
    journal fristpage996
    journal lastpage1002
    identifier eissn1528-9036
    keywordsStress
    keywordsBuckling
    keywordsShallow spherical shells
    keywordsShells
    keywordsGeometry AND Load bearing capacity
    treeJournal of Applied Mechanics:;1971:;volume( 038 ):;issue: 004
    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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