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    Variational Approach to Probabilistic Finite Elements

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 012
    Author:
    W. K. Liu
    ,
    G. H. Besterfield
    ,
    T. Belytschko
    DOI: 10.1061/(ASCE)0733-9399(1988)114:12(2115)
    Publisher: American Society of Civil Engineers
    Abstract: A probabilistic Hu‐Washizu variational principle (PHWVP) formulation for the probabilistic finite element method (PFEM) is presented. The formulation is developed for nonlinear elasticity using the Saint Venant Kirchhoff model. The PHWVP allows incorporation of probabilistic distributions for the compatibility condition, constitutive law, equilibrium, domain, and boundary conditions into the PFEM. Solution of the three stationary conditions for the compatibility relation, constitutive law, and equilibrium yield the variations in displacement, strain, and stress. Finally, the statistics such as expectation, autocovariance, and correlation of displacement, strain, and stress are determined. Thus, a probabilistic analysis can be performed in which all aspects of the problem are treated as random variables and/or fields. The Hu‐Washizu variational formulation is amenable to many conventional finite element codes, thereby enabling the extension of present codes to probabilistic problems.
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      Variational Approach to Probabilistic Finite Elements

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    https://yetl.yabesh.ir/yetl1/handle/yetl/77742
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    contributor authorW. K. Liu
    contributor authorG. H. Besterfield
    contributor authorT. Belytschko
    date accessioned2017-05-08T22:19:36Z
    date available2017-05-08T22:19:36Z
    date copyrightDecember 1988
    date issued1988
    identifier other%28asce%290733-9399%281988%29114%3A12%282115%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77742
    description abstractA probabilistic Hu‐Washizu variational principle (PHWVP) formulation for the probabilistic finite element method (PFEM) is presented. The formulation is developed for nonlinear elasticity using the Saint Venant Kirchhoff model. The PHWVP allows incorporation of probabilistic distributions for the compatibility condition, constitutive law, equilibrium, domain, and boundary conditions into the PFEM. Solution of the three stationary conditions for the compatibility relation, constitutive law, and equilibrium yield the variations in displacement, strain, and stress. Finally, the statistics such as expectation, autocovariance, and correlation of displacement, strain, and stress are determined. Thus, a probabilistic analysis can be performed in which all aspects of the problem are treated as random variables and/or fields. The Hu‐Washizu variational formulation is amenable to many conventional finite element codes, thereby enabling the extension of present codes to probabilistic problems.
    publisherAmerican Society of Civil Engineers
    titleVariational Approach to Probabilistic Finite Elements
    typeJournal Paper
    journal volume114
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1988)114:12(2115)
    treeJournal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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