[1] Taub,J.and C.Koning,Impact buckling of thin bars in the elastic range hinged at both ends,NACA,TM748(1934).
[2] Meier,J.H.,On the dynamics of elastic buckling,J.of the Aeronautical Sciences,12(1945),433-440.
[3] Davidson,J.F.,Buckling of strucs.under dynamic loading,J.of Mech.and Phy,of Solids,12(1953),54-66.
[4] Lavrentier,M.A.,and A.V.Ishinsky,Dynamic forms of lose of stability of elastic systems,Doklady Akademiya Nauk,USSR,64(1949),779-782;English translation by R.Cooper in STL-TR-61-5110-41,Space Tech.Lab.,Los Angeles,Calif.
[5] Housner G.W.and W.K.Tso,Dynamic behaviour of stuper-critically loading strucs.,J.of the Engin.Mech.Divistion.Proceedings of the American Society of Civil Engineers(1962),41-65.
[6] Lindberg.H.E.,Impact buckling of a thin bar,ASMW J.of Appl.Mech.,32,2(1965),315-322.
[7] Abrahamson,R.and J.N.Goodier,Dynamic flexural buckling of rods within an axial plastic compression wave,ASME J.Of Appl.Mech.,33(1966),241-24. |
Email Alert
RSS