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    On the Free Vibrations of Variable-Arc-Length Beams: Analytical and Experimental

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author:
    Tawich Pulngern
    ,
    Marvin W. Halling
    ,
    Somchai Chucheepsakul
    ,
    Nakhorn Poovarodom
    DOI: 10.1061/(ASCE)0733-9445(2006)132:5(772)
    Publisher: American Society of Civil Engineers
    Abstract: Vibrations of horizontal, variable-arc-length beams considering the effects of large initial static sag deflections due to self weight are investigated. The variability in beam arc length arises from one end being pinned, and the other end being supported by a frictionless roller at a fixed distance from the pinned end. Using Lagrange’s equation, the large amplitude, free-vibration, equation of motion can be derived and simplified for small amplitude motion. These formulations represent small amplitude vibration about the large deformed static sag configurations. A solution is obtained by using the nonlinear finite element method. The vibration eigenvalue problem is solved using inverse iteration techniques to obtain the natural frequencies and corresponding mode shapes. Free and forced vibration experimental studies were conducted. Frequencies and mode shapes are shown for a range of beam specimens to complement the analytical results.
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      On the Free Vibrations of Variable-Arc-Length Beams: Analytical and Experimental

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34796
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    contributor authorTawich Pulngern
    contributor authorMarvin W. Halling
    contributor authorSomchai Chucheepsakul
    contributor authorNakhorn Poovarodom
    date accessioned2017-05-08T20:59:50Z
    date available2017-05-08T20:59:50Z
    date copyrightMay 2006
    date issued2006
    identifier other%28asce%290733-9445%282006%29132%3A5%28772%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34796
    description abstractVibrations of horizontal, variable-arc-length beams considering the effects of large initial static sag deflections due to self weight are investigated. The variability in beam arc length arises from one end being pinned, and the other end being supported by a frictionless roller at a fixed distance from the pinned end. Using Lagrange’s equation, the large amplitude, free-vibration, equation of motion can be derived and simplified for small amplitude motion. These formulations represent small amplitude vibration about the large deformed static sag configurations. A solution is obtained by using the nonlinear finite element method. The vibration eigenvalue problem is solved using inverse iteration techniques to obtain the natural frequencies and corresponding mode shapes. Free and forced vibration experimental studies were conducted. Frequencies and mode shapes are shown for a range of beam specimens to complement the analytical results.
    publisherAmerican Society of Civil Engineers
    titleOn the Free Vibrations of Variable-Arc-Length Beams: Analytical and Experimental
    typeJournal Paper
    journal volume132
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2006)132:5(772)
    treeJournal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 005
    contenttypeFulltext
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