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Dynamics of beam pair coupled by visco-elastic interlayer

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    SYSNO ASEP0453509
    Document TypeJ - Journal Article
    R&D Document TypeJournal Article
    Subsidiary JOstatní články
    TitleDynamics of beam pair coupled by visco-elastic interlayer
    Author(s) Náprstek, Jiří (UTAM-F) RID, ORCID, SAI
    Hračov, Stanislav (UTAM-F) RID, SAI
    Number of authors2
    Source TitleApplied and Computational Mechanics - ISSN 1802-680X
    Roč. 9, č. 2 (2015), s. 127-140
    Number of pages14 s.
    Publication formPrint - P
    Languageeng - English
    CountryCZ - Czech Republic
    Keywordsdouble-beam dynamics ; visco-elastic interlayer ; kinematic damping
    Subject RIVJM - Building Engineering
    R&D ProjectsGP13-41574P GA ČR - Czech Science Foundation (CSF)
    GA15-01035S GA ČR - Czech Science Foundation (CSF)
    Institutional supportUTAM-F - RVO:68378297
    AnnotationAn exact method is presented for solving the vibration of a double-beam system subject to harmonic excitation. The system consists of a loaded main beam and an auxiliary beam joined together using massless visco-elastic layer. The Euler-Bernoulli model is used for the transverse vibrations of beams, and the spring-dashpot represents a simplified model of viscoelastic material. The damping is assumed to be neither small nor proportional, and the forcing function can be either concentrated at any point or distributed continuously. The method involves a simple change of variables and modal analysis to decouple and to solve the governing differential equations respectively. A case study is solved in detail to demonstrate the methodology, and the frequency responses are shown in dimensionless parameters for low and high values of stiffness and damping of the interlayer. The analysis reveals two sets of eigen-modes: (i) the odd in-phase modes whose eigen-values and resonant peaks are independent of stiffness and damping, and (ii) the even out-of-phase modes whose eigen-values increase with raising stiffness and resonant peaks decrease with increasing damping. The closed-form solution and relevant plots (especially thethree-dimensional ones) illustrate not only the principles of the vibration problem but also shed light on practical applications.
    WorkplaceInstitute of Theoretical and Applied Mechanics
    ContactKulawiecová Kateřina, kulawiecova@itam.cas.cz, Tel.: 225 443 285
    Year of Publishing2016
    Electronic addresshttp://www.kme.zcu.cz/acm/acm/article/view/292
Number of the records: 1  

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