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    Stochastic Finite-Element Analysis of Soil Layers with Random Interface

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 004
    Author:
    R. Ghanem
    ,
    W. Brzakala
    DOI: 10.1061/(ASCE)0733-9399(1996)122:4(361)
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses the problem of a medium with two layers separated by an interface randomly fluctuating in space. The medium is subjected to an in-plane strain field simulating the effect of a surface foundation. The second-moments characteristics of the interface spatial fluctuations are used to formulate the problem. The Karhunen-Loeve and the polynomial chaos expansions are utilized to transform the problem into a computationally tractable form, thus resulting in a system of linear algebraic equations to solve. The difficulty in this problem stems from the geometric nature of the randomness, resulting in a stiffness matrix that is nonlinear in the randomness. This leads to a nonlinear stochastic problem, the solution of which is accomplished by relying on the polynomial chaos representation of stochastic processes.
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      Stochastic Finite-Element Analysis of Soil Layers with Random Interface

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84394
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    contributor authorR. Ghanem
    contributor authorW. Brzakala
    date accessioned2017-05-08T22:37:53Z
    date available2017-05-08T22:37:53Z
    date copyrightApril 1996
    date issued1996
    identifier other%28asce%290733-9399%281996%29122%3A4%28361%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84394
    description abstractThis paper addresses the problem of a medium with two layers separated by an interface randomly fluctuating in space. The medium is subjected to an in-plane strain field simulating the effect of a surface foundation. The second-moments characteristics of the interface spatial fluctuations are used to formulate the problem. The Karhunen-Loeve and the polynomial chaos expansions are utilized to transform the problem into a computationally tractable form, thus resulting in a system of linear algebraic equations to solve. The difficulty in this problem stems from the geometric nature of the randomness, resulting in a stiffness matrix that is nonlinear in the randomness. This leads to a nonlinear stochastic problem, the solution of which is accomplished by relying on the polynomial chaos representation of stochastic processes.
    publisherAmerican Society of Civil Engineers
    titleStochastic Finite-Element Analysis of Soil Layers with Random Interface
    typeJournal Paper
    journal volume122
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1996)122:4(361)
    treeJournal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 004
    contenttypeFulltext
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