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    Reliability of Axially Compressed Cylindrical Shells With General Nonsymmetric Imperfections

    Source: Journal of Applied Mechanics:;1985:;volume( 052 ):;issue: 001::page 122
    Author:
    Isaac Elishakoff
    ,
    Johann Arbocz
    DOI: 10.1115/1.3168980
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper deals with the effect of general, nonsymmetric random imperfections on the reliability of axially compressed cylindrical shells. Reliability is defined here as the probability of the structure not buckling below some fixed load. The paper is a sequel to an earlier study on cylindrical shells with axisymmetric imperfections. The problem is solved by the Monte Carlo Method. The initial imperfection functions are simulated via a numerical procedure, and the buckling load of each realization of the simulated initial imperfections is found by the Multimode Analysis. It is shown that the results of existing Initial Imperfection Data Banks can be directly incorporated in the reliability analysis. Experimental information and the data derived from it, rather than theoretical assumptions, is used for constructing the reliability-based design curves for shell structures.
    keyword(s): Reliability , Pipes , Buckling , Stress , Event history analysis , Design , Functions , Monte Carlo methods , Probability AND Shells ,
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      Reliability of Axially Compressed Cylindrical Shells With General Nonsymmetric Imperfections

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    https://yetl.yabesh.ir/yetl1/handle/yetl/99463
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    contributor authorIsaac Elishakoff
    contributor authorJohann Arbocz
    date accessioned2017-05-08T23:19:33Z
    date available2017-05-08T23:19:33Z
    date copyrightMarch, 1985
    date issued1985
    identifier issn0021-8936
    identifier otherJAMCAV-26250#122_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/99463
    description abstractThis paper deals with the effect of general, nonsymmetric random imperfections on the reliability of axially compressed cylindrical shells. Reliability is defined here as the probability of the structure not buckling below some fixed load. The paper is a sequel to an earlier study on cylindrical shells with axisymmetric imperfections. The problem is solved by the Monte Carlo Method. The initial imperfection functions are simulated via a numerical procedure, and the buckling load of each realization of the simulated initial imperfections is found by the Multimode Analysis. It is shown that the results of existing Initial Imperfection Data Banks can be directly incorporated in the reliability analysis. Experimental information and the data derived from it, rather than theoretical assumptions, is used for constructing the reliability-based design curves for shell structures.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleReliability of Axially Compressed Cylindrical Shells With General Nonsymmetric Imperfections
    typeJournal Paper
    journal volume52
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3168980
    journal fristpage122
    journal lastpage128
    identifier eissn1528-9036
    keywordsReliability
    keywordsPipes
    keywordsBuckling
    keywordsStress
    keywordsEvent history analysis
    keywordsDesign
    keywordsFunctions
    keywordsMonte Carlo methods
    keywordsProbability AND Shells
    treeJournal of Applied Mechanics:;1985:;volume( 052 ):;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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