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    Analyzing Bilinear Systems Using a New Hybrid Symbolic-Numeric Computational Method

    Source: Journal of Vibration and Acoustics:;2019:;volume( 141 ):;issue: 003::page 31008
    Author:
    Tien, Meng-Hsuan
    ,
    D'Souza, Kiran
    DOI: 10.1115/1.4042520
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, an efficient and accurate computational method for determining responses of high-dimensional bilinear systems is developed. Predicting the dynamics of bilinear systems is computationally challenging since the piecewise-linear nonlinearity induced by contact eliminates the use of efficient linear analysis techniques. The new method, which is referred to as the hybrid symbolic-numeric computational (HSNC) method, is based on the idea that the entire nonlinear response of a bilinear system can be constructed by combining linear responses in each time interval where the system behaves linearly. The linear response in each time interval can be symbolically expressed in terms of the initial conditions. The transition time where the system switches from one linear state to the other and the displacement and velocity at the instant of transition are solved using a numerical scheme. The entire nonlinear response can then be obtained by joining each piece of the linear response together at the transition time points. The HSNC method is based on using linear features to obtain large computational savings. Both the transient and steady-state response of bilinear systems can be computed using the HSNC method. Thus, nonlinear characteristics, such as subharmonic motion, bifurcation, chaos, and multistability, can be efficiently analyzed using the HSNC method. The HSNC method is demonstrated on a single degree-of-freedom (DOF) system and a cracked cantilever beam model, and the nonlinear characteristics of these systems are examined.
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      Analyzing Bilinear Systems Using a New Hybrid Symbolic-Numeric Computational Method

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    contributor authorTien, Meng-Hsuan
    contributor authorD'Souza, Kiran
    date accessioned2019-03-17T09:53:56Z
    date available2019-03-17T09:53:56Z
    date copyright2/4/2019 12:00:00 AM
    date issued2019
    identifier issn1048-9002
    identifier othervib_141_03_031008.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255763
    description abstractIn this paper, an efficient and accurate computational method for determining responses of high-dimensional bilinear systems is developed. Predicting the dynamics of bilinear systems is computationally challenging since the piecewise-linear nonlinearity induced by contact eliminates the use of efficient linear analysis techniques. The new method, which is referred to as the hybrid symbolic-numeric computational (HSNC) method, is based on the idea that the entire nonlinear response of a bilinear system can be constructed by combining linear responses in each time interval where the system behaves linearly. The linear response in each time interval can be symbolically expressed in terms of the initial conditions. The transition time where the system switches from one linear state to the other and the displacement and velocity at the instant of transition are solved using a numerical scheme. The entire nonlinear response can then be obtained by joining each piece of the linear response together at the transition time points. The HSNC method is based on using linear features to obtain large computational savings. Both the transient and steady-state response of bilinear systems can be computed using the HSNC method. Thus, nonlinear characteristics, such as subharmonic motion, bifurcation, chaos, and multistability, can be efficiently analyzed using the HSNC method. The HSNC method is demonstrated on a single degree-of-freedom (DOF) system and a cracked cantilever beam model, and the nonlinear characteristics of these systems are examined.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleAnalyzing Bilinear Systems Using a New Hybrid Symbolic-Numeric Computational Method
    typeJournal Paper
    journal volume141
    journal issue3
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.4042520
    journal fristpage31008
    journal lastpage031008-9
    treeJournal of Vibration and Acoustics:;2019:;volume( 141 ):;issue: 003
    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
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