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    Stochastic Stress Analysis of Assembled Structures

    Source: Journal of Pressure Vessel Technology:;1989:;volume( 111 ):;issue: 001::page 72
    Author:
    S. Nakagiri
    ,
    T. Hisada
    ,
    T. Nagasaki
    DOI: 10.1115/1.3265642
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Intrinsic stress caused by uncertain members in an assembled structure is analyzed by means of the stochastic finite element method. Use is made of the second-order perturbation technique in the formulation of the stochastic finite element method, which is able to deal with uncertainties involved in the stiffness equation. The expectation and variance of the initial stresses in closed ring and portal frame are successfully estimated when the covariance matrix is given for uncertain fluctuation in the dimensions of the curved beam and quasi-straight beam members.
    keyword(s): Dimensions , Stress , Gates (Closures) , Structural frames , Finite element methods , Stress analysis (Engineering) , Equations AND Stiffness ,
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      Stochastic Stress Analysis of Assembled Structures

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/105917
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    contributor authorS. Nakagiri
    contributor authorT. Hisada
    contributor authorT. Nagasaki
    date accessioned2017-05-08T23:30:55Z
    date available2017-05-08T23:30:55Z
    date copyrightFebruary, 1989
    date issued1989
    identifier issn0094-9930
    identifier otherJPVTAS-28307#72_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/105917
    description abstractIntrinsic stress caused by uncertain members in an assembled structure is analyzed by means of the stochastic finite element method. Use is made of the second-order perturbation technique in the formulation of the stochastic finite element method, which is able to deal with uncertainties involved in the stiffness equation. The expectation and variance of the initial stresses in closed ring and portal frame are successfully estimated when the covariance matrix is given for uncertain fluctuation in the dimensions of the curved beam and quasi-straight beam members.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleStochastic Stress Analysis of Assembled Structures
    typeJournal Paper
    journal volume111
    journal issue1
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.3265642
    journal fristpage72
    journal lastpage78
    identifier eissn1528-8978
    keywordsDimensions
    keywordsStress
    keywordsGates (Closures)
    keywordsStructural frames
    keywordsFinite element methods
    keywordsStress analysis (Engineering)
    keywordsEquations AND Stiffness
    treeJournal of Pressure Vessel Technology:;1989:;volume( 111 ):;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
    yabeshDSpacePersian