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
Rectangular Plates with Stiffeners
The Buckling of Simply Supported Plates under Compressive Stress
Aircraft Engineering and Aerospace Technology ; 14 , 9 ; 260-264
1942-09-01
5 pages
Article (Journal)
Electronic Resource
English
Stability of rectangular plates with longitudinal or transverse stiffeners under uniform compression
Engineering Index Backfile | 1939
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