Rectangular Plates with Stiffeners: The Buckling of Simply Supported Plates under Compressive Stress

Abstract

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

Citation

Ratzersdorfer, J. (1942), "Rectangular Plates with Stiffeners: The Buckling of Simply Supported Plates under Compressive Stress", Aircraft Engineering and Aerospace Technology, Vol. 14 No. 9, pp. 260-264. https://doi.org/10.1108/eb030942