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Impact buckling of thin bars in the elastic range hinged at both ends (1934)
NASA Technical Reports Server (NTRS) · leaf 36
Figs. 5,6 Memorandum Ho. 74 8 N.A.C.A. Technical 1.05 100 EEliOO Eulerian load a=,75 ZTigure 5.- Quantity f(a,h) proportional to the maximum moments plotted against "shock period" h, for various "shock loads" a. (logarithmic scale) 0.1 0.NASA Technical Reports Server (NTRS)
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