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    Determination of Physical Parameters of Stiffened Plates using Genetic Algorithm

    Source: Journal of Computing in Civil Engineering:;2002:;Volume ( 016 ):;issue: 003
    Author:
    S. Chakraborty
    ,
    M. Mukhopadhyay
    ,
    O. P. Sha
    DOI: 10.1061/(ASCE)0887-3801(2002)16:3(206)
    Publisher: American Society of Civil Engineers
    Abstract: An investigation on stiffened isotropic and composite plates has been conducted to determine the geometric and material parameters for the plate, as well as the stiffener from experimental modal data and finite element predictions using a genetic algorithm (GA). The problem is formulated as a global minimization of the error function defined by the difference in undamped eigenvalues and eigenvectors, as predicted from the finite-element modeling to that obtained experimentally. The parameter estimation problem is solved using a GA implementing selection, crossover, and mutation operators to obtain the global minimum solution. Because stiffeners contribute substantially to the overall rigidity of the plate assembly, their position, physical properties, and orientation create considerable variation of the modal properties, as compared to the bare plate with similar construction. This makes each of the stiffened plate identification problems rather unique. GAs have been the subject of considerable interest in providing a robust search procedure for a global optimum solution for such difficult minimization problems. The method is demonstrated on a few simulated examples on stiffened plates to investigate the uniqueness and convergence of results. The methodology, although slow in execution, is found to be very robust, even in the presence of noise, for isolating interesting zones of the search space. Unlike many traditional optimization techniques, it does not get stuck at a particular local minimum due to its parallelism.
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      Determination of Physical Parameters of Stiffened Plates using Genetic Algorithm

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    http://yetl.yabesh.ir/yetl1/handle/yetl/43101
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    contributor authorS. Chakraborty
    contributor authorM. Mukhopadhyay
    contributor authorO. P. Sha
    date accessioned2017-05-08T21:12:59Z
    date available2017-05-08T21:12:59Z
    date copyrightJuly 2002
    date issued2002
    identifier other%28asce%290887-3801%282002%2916%3A3%28206%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43101
    description abstractAn investigation on stiffened isotropic and composite plates has been conducted to determine the geometric and material parameters for the plate, as well as the stiffener from experimental modal data and finite element predictions using a genetic algorithm (GA). The problem is formulated as a global minimization of the error function defined by the difference in undamped eigenvalues and eigenvectors, as predicted from the finite-element modeling to that obtained experimentally. The parameter estimation problem is solved using a GA implementing selection, crossover, and mutation operators to obtain the global minimum solution. Because stiffeners contribute substantially to the overall rigidity of the plate assembly, their position, physical properties, and orientation create considerable variation of the modal properties, as compared to the bare plate with similar construction. This makes each of the stiffened plate identification problems rather unique. GAs have been the subject of considerable interest in providing a robust search procedure for a global optimum solution for such difficult minimization problems. The method is demonstrated on a few simulated examples on stiffened plates to investigate the uniqueness and convergence of results. The methodology, although slow in execution, is found to be very robust, even in the presence of noise, for isolating interesting zones of the search space. Unlike many traditional optimization techniques, it does not get stuck at a particular local minimum due to its parallelism.
    publisherAmerican Society of Civil Engineers
    titleDetermination of Physical Parameters of Stiffened Plates using Genetic Algorithm
    typeJournal Paper
    journal volume16
    journal issue3
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)0887-3801(2002)16:3(206)
    treeJournal of Computing in Civil Engineering:;2002:;Volume ( 016 ):;issue: 003
    contenttypeFulltext
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