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    Wave Analysis of In-Plane Vibrations of L-Shaped and Portal Planar Frame Structures

    Source: Journal of Vibration and Acoustics:;2012:;volume( 134 ):;issue: 002::page 21011
    Author:
    C. Mei
    DOI: 10.1115/1.4005014
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper concerns in-plane vibration analysis of coupled bending and longitudinal vibrations in L-shaped and portal planar frame structures. An exact analytical solution is obtained using wave vibration approach. The classical Euler-Bernoulli as well as the advanced Timoshenko bending theories are applied in modeling the flexural vibrations in planar frames. Reflection and transmission matrices corresponding to incident waves arriving at the “L” joint from various directions are obtained. A concise and systematic approach to both free and forced vibration analysis of coupled bending and longitudinal vibrations in L-shaped and portal planar frame structures is presented. Results are compared to the Euler-Bernoulli model results available in the literature. Good agreements have been reached.
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      Wave Analysis of In-Plane Vibrations of L-Shaped and Portal Planar Frame Structures

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    contributor authorC. Mei
    date accessioned2017-05-09T00:55:41Z
    date available2017-05-09T00:55:41Z
    date copyrightApril, 2012
    date issued2012
    identifier issn1048-9002
    identifier otherJVACEK-28918#021011_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/150665
    description abstractThis paper concerns in-plane vibration analysis of coupled bending and longitudinal vibrations in L-shaped and portal planar frame structures. An exact analytical solution is obtained using wave vibration approach. The classical Euler-Bernoulli as well as the advanced Timoshenko bending theories are applied in modeling the flexural vibrations in planar frames. Reflection and transmission matrices corresponding to incident waves arriving at the “L” joint from various directions are obtained. A concise and systematic approach to both free and forced vibration analysis of coupled bending and longitudinal vibrations in L-shaped and portal planar frame structures is presented. Results are compared to the Euler-Bernoulli model results available in the literature. Good agreements have been reached.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleWave Analysis of In-Plane Vibrations of L-Shaped and Portal Planar Frame Structures
    typeJournal Paper
    journal volume134
    journal issue2
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.4005014
    journal fristpage21011
    identifier eissn1528-8927
    treeJournal of Vibration and Acoustics:;2012:;volume( 134 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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