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    Stochastic Finite Element Expansion for Random Media

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 005
    Author:
    P. D. Spanos
    ,
    Roger Ghanem
    DOI: 10.1061/(ASCE)0733-9399(1989)115:5(1035)
    Publisher: American Society of Civil Engineers
    Abstract: A new method for the solution of problems involving material variability is proposed. The material property is modeled as a stochastic process. The method makes use of the Karhunen‐Loeve expansion to represent the random material property. The expansion is a representation of the process in terms of a finite set of uncorrelated random variables. The resulting formulation is compatible with the finite element method. A Neumann expansion scheme is subsequently employed to obtain a convergent expansion of the response process. The response is thus obtained as a homogeneous multivariate polynomial in the uncorrelated random variables. From this representation various statistical quantities may be derived. The usefulness of the proposed method, in terms of accuracy and efficiency, is exemplified by considering a cantilever beam with random rigidity. The derived results pertaining to the second‐order statistics of the response are found in good agreement with those obtained by a Monte Carlo simulation solution of the problem.
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      Stochastic Finite Element Expansion for Random Media

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    contributor authorP. D. Spanos
    contributor authorRoger Ghanem
    date accessioned2017-05-08T22:24:41Z
    date available2017-05-08T22:24:41Z
    date copyrightMay 1989
    date issued1989
    identifier other%28asce%290733-9399%281989%29115%3A5%281035%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80086
    description abstractA new method for the solution of problems involving material variability is proposed. The material property is modeled as a stochastic process. The method makes use of the Karhunen‐Loeve expansion to represent the random material property. The expansion is a representation of the process in terms of a finite set of uncorrelated random variables. The resulting formulation is compatible with the finite element method. A Neumann expansion scheme is subsequently employed to obtain a convergent expansion of the response process. The response is thus obtained as a homogeneous multivariate polynomial in the uncorrelated random variables. From this representation various statistical quantities may be derived. The usefulness of the proposed method, in terms of accuracy and efficiency, is exemplified by considering a cantilever beam with random rigidity. The derived results pertaining to the second‐order statistics of the response are found in good agreement with those obtained by a Monte Carlo simulation solution of the problem.
    publisherAmerican Society of Civil Engineers
    titleStochastic Finite Element Expansion for Random Media
    typeJournal Paper
    journal volume115
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1989)115:5(1035)
    treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 005
    contenttypeFulltext
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