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    Veering and Strong Coupling Effects in Structural Dynamics

    Source: Journal of Vibration and Acoustics:;2017:;volume( 139 ):;issue: 002::page 21009
    Author:
    Manconi, Elisabetta
    ,
    Mace, Brian
    DOI: 10.1115/1.4035109
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Mode veering is the phenomenon associated with the eigenvalue loci for a system with a variable parameter: two branches approach each other and then rapidly veer away and diverge instead of crossing. The veering is accompanied by rapid variations in the eigenvectors. In this paper, veering in structural dynamics is analyzed in general terms. First, a discrete conservative model with stiffness, mass, and/or gyroscopic coupling is considered. Rapid veering requires weak coupling: if there is instead strong coupling then there is a slow evolution of the eigenvalue loci rather than rapid veering. The uncoupled-blocked system is defined to be that where all degrees-of-freedom (DOFs) but one are blocked. The skeleton of the system is the loci of the eigenvalues of the uncoupled-blocked system as the variable parameter changes. These loci intersect at certain critical points in the parameter space. Following a perturbation analysis, veering is seen to comprise rapid changes of the eigenvalues in small regions of the parameter space around the critical points: for coupling terms of order ε veering occurs in a region of order ε around the critical points, with the rate of change of eigenvalues being of order ε−1. This is accompanied by rapid rotations in the eigenvectors. The choice of coordinates in the model and application to continuous systems is discussed. For nonconservative systems, it is seen that veering also occurs under certain circumstances. Examples of 2DOFs, multi-DOFs (MDOFs), and continuous systems are presented to illustrate the results.
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      Veering and Strong Coupling Effects in Structural Dynamics

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    contributor authorManconi, Elisabetta
    contributor authorMace, Brian
    date accessioned2017-11-25T07:20:08Z
    date available2017-11-25T07:20:08Z
    date copyright2017/8/2
    date issued2017
    identifier issn1048-9002
    identifier othervib_139_02_021009.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4236212
    description abstractMode veering is the phenomenon associated with the eigenvalue loci for a system with a variable parameter: two branches approach each other and then rapidly veer away and diverge instead of crossing. The veering is accompanied by rapid variations in the eigenvectors. In this paper, veering in structural dynamics is analyzed in general terms. First, a discrete conservative model with stiffness, mass, and/or gyroscopic coupling is considered. Rapid veering requires weak coupling: if there is instead strong coupling then there is a slow evolution of the eigenvalue loci rather than rapid veering. The uncoupled-blocked system is defined to be that where all degrees-of-freedom (DOFs) but one are blocked. The skeleton of the system is the loci of the eigenvalues of the uncoupled-blocked system as the variable parameter changes. These loci intersect at certain critical points in the parameter space. Following a perturbation analysis, veering is seen to comprise rapid changes of the eigenvalues in small regions of the parameter space around the critical points: for coupling terms of order ε veering occurs in a region of order ε around the critical points, with the rate of change of eigenvalues being of order ε−1. This is accompanied by rapid rotations in the eigenvectors. The choice of coordinates in the model and application to continuous systems is discussed. For nonconservative systems, it is seen that veering also occurs under certain circumstances. Examples of 2DOFs, multi-DOFs (MDOFs), and continuous systems are presented to illustrate the results.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleVeering and Strong Coupling Effects in Structural Dynamics
    typeJournal Paper
    journal volume139
    journal issue2
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.4035109
    journal fristpage21009
    journal lastpage021009-10
    treeJournal of Vibration and Acoustics:;2017:;volume( 139 ):;issue: 002
    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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