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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    Title :

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


    Contributors:


    Publication date :

    2012-07-01


    Size :

    13 pages




    Type of media :

    Article (Journal)


    Type of material :

    Electronic Resource


    Language :

    Unknown