During an intermediate velocity impact in which the duration of loading is an order of milliseconds but shorter than the period of the structure’s first free vibration mode, there is a relationship between impact duration and buckling load. Although this relationship results in higher buckling loads for shorter duration impacts, the precise nature of the correlation depends on a number of factors one of which is geometry. This paper examines a series of longitudinally stiffened panels with varying radii of curvature subject to uniaxial compression. Results are compared to investigate the possibility of identifying behavioural trends relating to geometry.


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    Titel :

    The effect of geometry on the dynamic buckling of longitudinally stiffened panels subject to uniaxial compression


    Beteiligte:


    Erscheinungsdatum :

    01.07.2012


    Format / Umfang :

    13 pages




    Medientyp :

    Aufsatz (Zeitschrift)


    Format :

    Elektronische Ressource


    Sprache :

    Unbekannt