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    Exact Out-of-Plane Natural Frequencies of Curved Timoshenko Beams

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 001
    Author:
    W. P. Howson
    ,
    A. K. Jemah
    DOI: 10.1061/(ASCE)0733-9399(1999)125:1(19)
    Publisher: American Society of Civil Engineers
    Abstract: A powerful and efficient method is presented for finding exact out-of-plane natural frequencies of plane structures composed of curved Timoshenko beams. Initially, exact dynamic stiffnesses are derived from the governing differential equations of motion in a form that can be used directly in the stiffness method of analysis. This enables any appropriate structure to be modeled according to standard techniques, which, in this case, yield a transcendental eigenvalue problem. Then it is shown how any desired natural frequency may be obtained with certainty by employing a modification to a well-established algorithm, which ensures that no natural frequencies can be missed and avoids the usual approximations associated with traditional finite elements. Finally, comparisons are made with published results and an example shows how the natural frequencies of a continuous curved beam are altered when the effects of shear deflection and rotary inertia are considered.
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      Exact Out-of-Plane Natural Frequencies of Curved Timoshenko Beams

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    contributor authorW. P. Howson
    contributor authorA. K. Jemah
    date accessioned2017-05-08T22:38:45Z
    date available2017-05-08T22:38:45Z
    date copyrightJanuary 1999
    date issued1999
    identifier other%28asce%290733-9399%281999%29125%3A1%2819%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84871
    description abstractA powerful and efficient method is presented for finding exact out-of-plane natural frequencies of plane structures composed of curved Timoshenko beams. Initially, exact dynamic stiffnesses are derived from the governing differential equations of motion in a form that can be used directly in the stiffness method of analysis. This enables any appropriate structure to be modeled according to standard techniques, which, in this case, yield a transcendental eigenvalue problem. Then it is shown how any desired natural frequency may be obtained with certainty by employing a modification to a well-established algorithm, which ensures that no natural frequencies can be missed and avoids the usual approximations associated with traditional finite elements. Finally, comparisons are made with published results and an example shows how the natural frequencies of a continuous curved beam are altered when the effects of shear deflection and rotary inertia are considered.
    publisherAmerican Society of Civil Engineers
    titleExact Out-of-Plane Natural Frequencies of Curved Timoshenko Beams
    typeJournal Paper
    journal volume125
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1999)125:1(19)
    treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 001
    contenttypeFulltext
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