Impact buckling of thin bars in the elastic range for any end condition (1934)
NASA Technical Reports Server (NTRS) · leaf 68
N.A.C.A. Technical Memorand-um lil'o.749 Pigs. 20,21,22 … 0 0.8 1.0 1.2 0.2 0.4 0.6 as 1^ Zigiire 20.-— versus a^, parameter "b. dx2 max Figure 21.-Elastic line of "bar hinged at cither end and stressed in conipression F and single transverse loeul 1. a1 .4. |<-36->i Figure 22.-Elastic line of "bar clamped at one and hinged at the other end under load P…
NASA Technical Reports Server (NTRS)
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