The Differential Equation of the Problem and the Solution. A RECTANGULAR plate of length a with simply supported edges is reinforced by equal longitudinal ribs at equal distances b and is submitted to the action of uniformly distributed compressive forces N along the x-axis (Fig. 1). For every strip b we have the differential equation for the deflection w


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    Title :

    Rectangular Plates with Stiffeners


    Subtitle :

    The Buckling of Simply Supported Plates under Compressive Stress


    Contributors:

    Published in:

    Publication date :

    1942-09-01


    Size :

    5 pages




    Type of media :

    Article (Journal)


    Type of material :

    Electronic Resource


    Language :

    English