Stability of rectangular plates with longitudinal or transverse stiffeners under uniform compression (1939)
NASA Technical Reports Server (NTRS) · leaf 56
Figure 10.- Buckling stresses of plate with two longitudinal stiffeners at equal dis- tances. The dotted lines for symmetrical buckling form(at 6 « 0,1)Correspond to Tiaoshenko^ solutions. (All borders hinged). Figure 15.- Buckling stresses of plate with two transversal stiffeners at equal…
NASA Technical Reports Server (NTRS)
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