Quasi-periodic buckling of an elastic structure under the influence of changing boundary conditions

被引:5
作者
Everall, PR [1 ]
Hunt, GW [1 ]
机构
[1] Univ Bath, Fac Engn & Design, Dept Mech Engn, Bath BA2 7AY, Avon, England
来源
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES | 1999年 / 455卷 / 1988期
关键词
mode locking; mode jumping; supercritical bifurcation; energy methods; numerical continuation; Arnold tongues;
D O I
10.1098/rspa.1999.0438
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Work on mode locking and mode jumping in the stable post-buckling of an elastic structure is extended to encompass the full range of flexural boundary conditions from simply supported to clamped. The two imaginary eigenvalues of the linearized equation suggest the possibility of doubly periodic responses. The parameter space of Arnold tongues is used to describe the extent to which the system locks onto a single wave, the mode to which it subsequently jumps, and the associated role played by the ratio of the two competing wavelengths. At compound bifurcation points, simply supported and clamped conditions both give interactions for which this ratio is rational, but in-between it is irrational and the associated response is quasi-periodic.
引用
收藏
页码:3041 / 3051
页数:11
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