Citation: | Wang Xiaojun, Wang Lei, Ma Lihong, et al. Dynamic buckling failure analysis of rod with uncertain initial geometrical imperfection[J]. Journal of Beijing University of Aeronautics and Astronautics, 2011, 37(12): 1484-1489,1509. (in Chinese) |
[1] 王璠,刘人怀.复合材料层合开顶扁球壳的非线性动态屈曲[J].固体力学学报,2001,22(3):309-314 Wang Pan,Liu Renhuai.Nonlinear dynamic buckling of symmetrically laminated truncated spherical shell[J].Acta Solid Mechnica,2001,22(3):309-314(in Chinese) [2] Ben-Haim Y,Elishakoff I.Convex models of unvertainty in applied mechanics[M].Amsterdam:Elsevier Science Publishers,1990 [3] Lindberg H E.Impact buckling of a thin bar[J].Journal of Applied Mechanics,1965,32(2):312-322 [4] Elishakoff I.Impact buckling of thin bar via Monte Carlo method[J].Journal of Applied Mechanics,1978,45(3):586-590 [5] Malyshev V M.Stability of columns under impact compression[J].Mech Solids,1966,1(4):86-89 [6] Koning C,Taub J.Impact buckling of thin bars in the elastic range hinged at both ends[R].NACA TM 748,1934 [7] Elishakoff I.Axial impact buckling of a column with random initial imperfections[J].Journal of Applied Mechanics,1978,45(2):361-365 [8] Lindberg H E.Dynamic response and buckling failure measures for structures with bounded and random imperfections[J].ASME Journal of Applied Mechanics,1991,58(4):1092-1095 [9] Qiu Z P,Elishakoff I.Antioptimization of structures with large uncertain-but-non-random parameters via interval analysis[J].Computer Methods in Applied Mechanics and Engineering,1998,152(3/4):361-372 [10] Qiu Z P,Müller P C,Frommer A.Stability robustness bounds for linear state-space models with structured uncertainty based on ellipsoidal set-theoretic approach[J].Mathematics and Computers in Simulation,2001,56(1):35-53 [11] Qiu Z P,Wang X J.Structural anti-optimization with interval design parameters[J].Structural and Multidisciplinary Optimization,2010,41(3),397-406 [12] Wang X J,Yang H F,Qiu Z P.Interval analysis method for damage identification of structures[J].AIAA Journal,2010,48(6):1108-1116 [13] Rao S S,Berke L.Analysis of uncertain structural systems using interval analysis[J].AIAA Journal,2007,35(4):727-735 [14] Hoff H J.Dynamic stability of structures[M].New York:Pergamon,1965
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