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    Effect of Transverse Shear and Rotatory Inertia on Large Amplitude Vibration of Anisotropic Skew Plates: Part 2—Numerical Results

    Source: Journal of Applied Mechanics:;1980:;volume( 047 ):;issue: 001::page 133
    Author:
    M. Sathyamoorthy
    ,
    C. Y. Chia
    DOI: 10.1115/1.3153591
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Based on the single-mode analysis, solutions to the governing equations developed in Part 1 of this paper are presented for various boundary conditions by use of Galerkin’s method and the Runge-Kutta numerical procedure. Excellent agreement is found between the present results and those available for nonlinear bending and large amplitude vibration of skew plates. The present results for moderately thick anisotropic skew plates indicate significant influences of the transverse shear deformation, orientation angle, skew angle, and side ratio on the large amplitude vibration behavior of certain fiber-reinforced composite skew plates.
    keyword(s): Shear (Mechanics) , Plates (structures) , Vibration , Inertia (Mechanics) , Fiber reinforced composites , Boundary-value problems , Equations AND Shear deformation ,
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      Effect of Transverse Shear and Rotatory Inertia on Large Amplitude Vibration of Anisotropic Skew Plates: Part 2—Numerical Results

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    http://yetl.yabesh.ir/yetl1/handle/yetl/92965
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    contributor authorM. Sathyamoorthy
    contributor authorC. Y. Chia
    date accessioned2017-05-08T23:08:06Z
    date available2017-05-08T23:08:06Z
    date copyrightMarch, 1980
    date issued1980
    identifier issn0021-8936
    identifier otherJAMCAV-26138#133_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/92965
    description abstractBased on the single-mode analysis, solutions to the governing equations developed in Part 1 of this paper are presented for various boundary conditions by use of Galerkin’s method and the Runge-Kutta numerical procedure. Excellent agreement is found between the present results and those available for nonlinear bending and large amplitude vibration of skew plates. The present results for moderately thick anisotropic skew plates indicate significant influences of the transverse shear deformation, orientation angle, skew angle, and side ratio on the large amplitude vibration behavior of certain fiber-reinforced composite skew plates.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleEffect of Transverse Shear and Rotatory Inertia on Large Amplitude Vibration of Anisotropic Skew Plates: Part 2—Numerical Results
    typeJournal Paper
    journal volume47
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3153591
    journal fristpage133
    journal lastpage138
    identifier eissn1528-9036
    keywordsShear (Mechanics)
    keywordsPlates (structures)
    keywordsVibration
    keywordsInertia (Mechanics)
    keywordsFiber reinforced composites
    keywordsBoundary-value problems
    keywordsEquations AND Shear deformation
    treeJournal of Applied Mechanics:;1980:;volume( 047 ):;issue: 001
    contenttypeFulltext
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