Stability of rectangular plates with longitudinal or transverse stiffeners under uniform compression (1939)
NASA Technical Reports Server (NTRS) · leaf 56
*ia lb na nb Figure 9.- Buckling forme of plate with two longitudinal stiffeners in equal distances. I-Antisymmetrical II~Symmetrieal buckling forms. Figure 10.- Buckling stresses of plate with two longitudinal stiffeners at equal dis- tances. The dotted lines for symmetrical buckling form(at 6 «… … Figure 14.- Buckling stresses of plate with one transversal stiffener at 1/3 of length a.
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