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    The Influence of Geometric and Material Design Variables on the Free Vibration of Thin-Walled Composite Material Beams

    Source: Journal of Vibration and Acoustics:;1989:;volume( 111 ):;issue: 003::page 290
    Author:
    L. C. Bank
    ,
    C. H. Kao
    DOI: 10.1115/1.3269855
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The natural frequencies and mode shapes of thin-walled beams constructed of walls, or panels, of advanced composite materials depend upon both the geometry of the cross-section and the mechanical properties of the materials used in the panels. A shear deformation beam theory having the form of a Timoshenko beam theory is used to investigate the influence of these design variables. It is found that the maximum stiffness of a particular beam configuration is obtained when the contributions from the bending and shearing modes of deformation are optimized. Results show the influence of shear deformation even in the fundamental mode of vibration. Simply-supported, cantilever and free-free beams of various cross-sectional shapes and materials are analyzed.
    keyword(s): Composite materials , Design , Free vibrations , Shapes , Shear deformation , Shearing , Stiffness , Vibration , Cantilevers , Advanced materials , Mechanical properties , Frequency , Geometry AND Deformation ,
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      The Influence of Geometric and Material Design Variables on the Free Vibration of Thin-Walled Composite Material Beams

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    https://yetl.yabesh.ir/yetl1/handle/yetl/106247
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    contributor authorL. C. Bank
    contributor authorC. H. Kao
    date accessioned2017-05-08T23:31:27Z
    date available2017-05-08T23:31:27Z
    date copyrightJuly, 1989
    date issued1989
    identifier issn1048-9002
    identifier otherJVACEK-28982#290_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/106247
    description abstractThe natural frequencies and mode shapes of thin-walled beams constructed of walls, or panels, of advanced composite materials depend upon both the geometry of the cross-section and the mechanical properties of the materials used in the panels. A shear deformation beam theory having the form of a Timoshenko beam theory is used to investigate the influence of these design variables. It is found that the maximum stiffness of a particular beam configuration is obtained when the contributions from the bending and shearing modes of deformation are optimized. Results show the influence of shear deformation even in the fundamental mode of vibration. Simply-supported, cantilever and free-free beams of various cross-sectional shapes and materials are analyzed.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThe Influence of Geometric and Material Design Variables on the Free Vibration of Thin-Walled Composite Material Beams
    typeJournal Paper
    journal volume111
    journal issue3
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.3269855
    journal fristpage290
    journal lastpage297
    identifier eissn1528-8927
    keywordsComposite materials
    keywordsDesign
    keywordsFree vibrations
    keywordsShapes
    keywordsShear deformation
    keywordsShearing
    keywordsStiffness
    keywordsVibration
    keywordsCantilevers
    keywordsAdvanced materials
    keywordsMechanical properties
    keywordsFrequency
    keywordsGeometry AND Deformation
    treeJournal of Vibration and Acoustics:;1989:;volume( 111 ):;issue: 003
    contenttypeFulltext
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