Imperfection sensitivity of coincident buckling systems

International Journal of Non-Linear Mechanics - Tập 9 - Trang 1-21 - 1974
Kenneth C. Johns1
1Department of Civil Engineering, Université de Sherbrooke, Sherbrooke, Québec, Canada

Tài liệu tham khảo

Koiter, 1945, On the Stability of Elastic Equilibrium Roorda, 1965, The buckling behaviour of imperfect structural systems, J. Mech. Phys. Solids, 13, 267, 10.1016/0022-5096(65)90031-1 Chilver, 1967, Coupled modes of elastic buckling, J. Mech. Phys. Solids, 15, 15, 10.1016/0022-5096(67)90003-8 Johns, 1972, Simultaneous buckling in symmetric structural systems, J. Eng. Mech. Div., ASCE, 98, 835, 10.1061/JMCEA3.0001641 Johns, 1971, Multiple path generation at coincident branching points, Int. J. Mech. Sci., 13, 899, 10.1016/0020-7403(71)90076-2 Thompson, 1972, On the optimum design of thin-walled compression members, J. Mech. Phys. Solids, 20, 101, 10.1016/0022-5096(72)90034-8 Ho, 1972, The influence of imperfections on systems with coincident buckling loads, Int. J. Non-Linear Mech., 7, 311, 10.1016/0020-7462(72)90053-4 Thompson, 1969, A general theory for the equilibrium and stability of discrete conservative systems, Z. angew. Math. Physik, 20, 797, 10.1007/BF01592294 Thompson, 1971, A theory for the numerical analysis of compound branchings, Z. angew. Math. Physik, 22, 1001, 10.1007/BF01590869 Johns, 1969, Elastic Buckling Behaviour at Coincident Branching Points Hutchinson, 1970, Post-buckling theory, Appl. Mech. Rev., 23, 1353