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    The Effect of Initial Imperfections on the Buckling Load of Shallow Circular Arches

    Source: Journal of Applied Mechanics:;1972:;volume( 039 ):;issue: 002::page 445
    Author:
    H. L. Schreyer
    DOI: 10.1115/1.3422698
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents an exact analysis for the buckling value of a concentrated load applied to a shallow circular arch. The effects of load offset and initial imperfections with the same form as the buckling mode are included. The results are displayed graphically and a comparison is made with experimental values that are available in the literature.
    keyword(s): Stress , Arches AND Buckling ,
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      The Effect of Initial Imperfections on the Buckling Load of Shallow Circular Arches

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    contributor authorH. L. Schreyer
    date accessioned2017-05-09T01:18:19Z
    date available2017-05-09T01:18:19Z
    date copyrightJune, 1972
    date issued1972
    identifier issn0021-8936
    identifier otherJAMCAV-25961#445_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/158068
    description abstractThis paper presents an exact analysis for the buckling value of a concentrated load applied to a shallow circular arch. The effects of load offset and initial imperfections with the same form as the buckling mode are included. The results are displayed graphically and a comparison is made with experimental values that are available in the literature.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThe Effect of Initial Imperfections on the Buckling Load of Shallow Circular Arches
    typeJournal Paper
    journal volume39
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3422698
    journal fristpage445
    journal lastpage450
    identifier eissn1528-9036
    keywordsStress
    keywordsArches AND Buckling
    treeJournal of Applied Mechanics:;1972:;volume( 039 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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