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    Dynamic Stability of Laterally Loaded Buckled Beams

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 010
    Author:
    Paul Seide
    DOI: 10.1061/(ASCE)0733-9399(1984)110:10(1556)
    Publisher: American Society of Civil Engineers
    Abstract: The critical uniform lateral pressure of a simply supported beam initially compressed into a buckled state is derived for the cases of static loading, step‐loading, and impulse loading. The results are calculated for different values of buckle amplitudes and are found to be at most about 75% of the corresponding values for shallow sinusoidal arches having the same amplitude. The method of analysis of the stability of the beam under dynamic loading is similar to that of Hoff and Bruce who used an energy criterion to determine the critical pressures of laterally loaded shallow arches.
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      Dynamic Stability of Laterally Loaded Buckled Beams

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    contributor authorPaul Seide
    date accessioned2017-05-08T22:07:24Z
    date available2017-05-08T22:07:24Z
    date copyrightOctober 1984
    date issued1984
    identifier other%28asce%290733-9399%281984%29110%3A10%281556%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71775
    description abstractThe critical uniform lateral pressure of a simply supported beam initially compressed into a buckled state is derived for the cases of static loading, step‐loading, and impulse loading. The results are calculated for different values of buckle amplitudes and are found to be at most about 75% of the corresponding values for shallow sinusoidal arches having the same amplitude. The method of analysis of the stability of the beam under dynamic loading is similar to that of Hoff and Bruce who used an energy criterion to determine the critical pressures of laterally loaded shallow arches.
    publisherAmerican Society of Civil Engineers
    titleDynamic Stability of Laterally Loaded Buckled Beams
    typeJournal Paper
    journal volume110
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1984)110:10(1556)
    treeJournal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 010
    contenttypeFulltext
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