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Impact buckling of thin bars in the elastic range for any end condition (1934)

NASA Technical Reports Server (NTRS) · leaf 65

An illustration from Impact buckling of thin bars in the elastic range for any end condition, 1934, leaf 65
IT.A.C.A. Technical Memoraadum No.749 Pigs. 14,15 … Pigure 14.-Ratio c of absolute asstimed maxim-um moments in static and dynamic case for support according to 3^^ Eulerian case versus "b proportional to shock period. (Parameter ajj denotes ratio of shock force to Sulerian "buckling force). = 1.0 = 0.75 = 0.50 = 0.35 = 0.10 Pigure 15.-Replotting of…

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