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    Nonlinear Vibrations of a Buckled Beam Under Harmonic Excitation

    Source: Journal of Applied Mechanics:;1971:;volume( 038 ):;issue: 002::page 467
    Author:
    W.-Y. Tseng
    ,
    J. Dugundji
    DOI: 10.1115/1.3408799
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A buckled beam with fixed ends, excited by the harmonic motion of its supporting base, was investigated analytically and experimentally. Using Galerkin’s method the governing partial differential equation reduced to a modified Duffing equation, which was solved by the harmonic balance method. Besides the solution of simple harmonic motion (SHM), other branch solutions involving superharmonic motion (SPHM) were found experimentally and analytically. The stability of the steady-state SHM and SPHM solutions were analyzed by solving a variational Hill-type equation. The importance of the second mode on these results was examined by a similar stability analysis. The Runge-Kutta numerical integration method was used to investigate the snap-through problem. Intermittent, as well as continuous, snap-through behavior was obtained. The theoretical results agreed well with the experiments.
    keyword(s): Vibration , Stability , Equations , Harmonic motion , Structural health monitoring , Partial differential equations , Steady state , Motion AND Bifurcation ,
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      Nonlinear Vibrations of a Buckled Beam Under Harmonic Excitation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/149100
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    contributor authorW.-Y. Tseng
    contributor authorJ. Dugundji
    date accessioned2017-05-09T00:51:13Z
    date available2017-05-09T00:51:13Z
    date copyrightJune, 1971
    date issued1971
    identifier issn0021-8936
    identifier otherJAMCAV-25939#467_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/149100
    description abstractA buckled beam with fixed ends, excited by the harmonic motion of its supporting base, was investigated analytically and experimentally. Using Galerkin’s method the governing partial differential equation reduced to a modified Duffing equation, which was solved by the harmonic balance method. Besides the solution of simple harmonic motion (SHM), other branch solutions involving superharmonic motion (SPHM) were found experimentally and analytically. The stability of the steady-state SHM and SPHM solutions were analyzed by solving a variational Hill-type equation. The importance of the second mode on these results was examined by a similar stability analysis. The Runge-Kutta numerical integration method was used to investigate the snap-through problem. Intermittent, as well as continuous, snap-through behavior was obtained. The theoretical results agreed well with the experiments.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleNonlinear Vibrations of a Buckled Beam Under Harmonic Excitation
    typeJournal Paper
    journal volume38
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3408799
    journal fristpage467
    journal lastpage476
    identifier eissn1528-9036
    keywordsVibration
    keywordsStability
    keywordsEquations
    keywordsHarmonic motion
    keywordsStructural health monitoring
    keywordsPartial differential equations
    keywordsSteady state
    keywordsMotion AND Bifurcation
    treeJournal of Applied Mechanics:;1971:;volume( 038 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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