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    In-Plane Free Vibration of Symmetric Cross-Ply Laminated Circular Bars

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 006
    Author:
    Vebil Yıldırım
    DOI: 10.1061/(ASCE)0733-9399(1999)125:6(630)
    Publisher: American Society of Civil Engineers
    Abstract: A parametric study is performed to investigate influences of the opening angles, the slenderness ratios, the material types, the boundary conditions, and the thickness-to-width ratios of the cross section on the in-plane natural frequencies of symmetric cross-ply laminated circular composite beams. Governing equations are obtained based on the classical beam theory. The transfer matrix method is successfully applied to calculate exact natural frequencies with the help of an effective numerical algorithm, which was previously used for isotropic materials. The effects of the shear deformation, the axial deformation, and the rotary inertia are included in the formulation based on the first-order shear deformation theory. The physical system is considered as a continuous system. To verify the present theory, two examples are worked out for straight beams. A quite good agreement is observed with the reported results.
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      In-Plane Free Vibration of Symmetric Cross-Ply Laminated Circular Bars

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    contributor authorVebil Yıldırım
    date accessioned2017-05-08T22:38:57Z
    date available2017-05-08T22:38:57Z
    date copyrightJune 1999
    date issued1999
    identifier other%28asce%290733-9399%281999%29125%3A6%28630%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85007
    description abstractA parametric study is performed to investigate influences of the opening angles, the slenderness ratios, the material types, the boundary conditions, and the thickness-to-width ratios of the cross section on the in-plane natural frequencies of symmetric cross-ply laminated circular composite beams. Governing equations are obtained based on the classical beam theory. The transfer matrix method is successfully applied to calculate exact natural frequencies with the help of an effective numerical algorithm, which was previously used for isotropic materials. The effects of the shear deformation, the axial deformation, and the rotary inertia are included in the formulation based on the first-order shear deformation theory. The physical system is considered as a continuous system. To verify the present theory, two examples are worked out for straight beams. A quite good agreement is observed with the reported results.
    publisherAmerican Society of Civil Engineers
    titleIn-Plane Free Vibration of Symmetric Cross-Ply Laminated Circular Bars
    typeJournal Paper
    journal volume125
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1999)125:6(630)
    treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 006
    contenttypeFulltext
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