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    Numerical Local Time Stepping Solutions for Transient Statistical Energy Analysis

    Source: Journal of Vibration and Acoustics:;2014:;volume( 136 ):;issue: 006::page 64502
    Author:
    Guasch, Oriol
    ,
    Garcأ­a, Carlos
    DOI: 10.1115/1.4028454
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Subsystem energies evolve in transient statistical energy analysis (TSEA) according to a linear system of ordinary differential equations (ODEs), which is usually numerically solved by means of the forward Euler finite difference scheme. Stability requirements pose limits on the maximum time step size to be used. However, it has been recently pointed out that one should also consider a minimum time step limit, if time independent loss factors are to be assumed. This limit is based on the subsystem internal time scales, which rely on their characteristic mean free paths and group velocities. In some cases, these maximum and minimum limits become incompatible, leading to a blow up of the forward Euler solution. It is proposed to partially mitigate this problem by resorting to a local timestepping finite difference strategy. Subsystems are grouped into sets characterized by different time step sizes and evolve according to them.
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      Numerical Local Time Stepping Solutions for Transient Statistical Energy Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/156832
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    contributor authorGuasch, Oriol
    contributor authorGarcأ­a, Carlos
    date accessioned2017-05-09T01:14:18Z
    date available2017-05-09T01:14:18Z
    date issued2014
    identifier issn1048-9002
    identifier othervib_136_06_064502.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/156832
    description abstractSubsystem energies evolve in transient statistical energy analysis (TSEA) according to a linear system of ordinary differential equations (ODEs), which is usually numerically solved by means of the forward Euler finite difference scheme. Stability requirements pose limits on the maximum time step size to be used. However, it has been recently pointed out that one should also consider a minimum time step limit, if time independent loss factors are to be assumed. This limit is based on the subsystem internal time scales, which rely on their characteristic mean free paths and group velocities. In some cases, these maximum and minimum limits become incompatible, leading to a blow up of the forward Euler solution. It is proposed to partially mitigate this problem by resorting to a local timestepping finite difference strategy. Subsystems are grouped into sets characterized by different time step sizes and evolve according to them.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleNumerical Local Time Stepping Solutions for Transient Statistical Energy Analysis
    typeJournal Paper
    journal volume136
    journal issue6
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.4028454
    journal fristpage64502
    journal lastpage64502
    identifier eissn1528-8927
    treeJournal of Vibration and Acoustics:;2014:;volume( 136 ):;issue: 006
    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
    yabeshDSpacePersian