Nonlinear normal modes of a shallow arch with elastic constraints for two-to-one internal resonances

被引:34
|
作者
Yi, Zhuangpeng [1 ]
Stanciulescu, Ilinca [2 ]
机构
[1] Changsha Univ Sci & Technol, Sch Civil Engn & Architecture, Changsha 410114, Hunan, Peoples R China
[2] Rice Univ, Dept Civil & Environm Engn, Houston, TX 77005 USA
基金
中国国家自然科学基金;
关键词
Nonlinear normal modes; Shallow arches; Elastic constraints; 2:1 internal resonance; Multiple scales method; HORIZONTAL SPRING SUPPORTS; REDUCED-ORDER MODELS; INPLANE STABILITY; MODAL INTERACTION; DYNAMIC-RESPONSE; PERIODIC EXCITATION; FORCED VIBRATIONS; PARABOLIC ARCHES; PART II; BEAM;
D O I
10.1007/s11071-015-2432-3
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The nonlinear normal modes (NNMs) of an elastically constrained (EC) shallow arch in the case of two-to-one internal resonance are constructed, and the effects of the vertical and rotational elastic boundary constraints are studied. The multiple scales method is directly applied to obtain the second-order uniform-expansion solution and the modulation equations from the dimensionless integral-partial-differential equation of motion. The elastic constraints have a corresponding relationship with the coefficients of modulation equations and influence the natural frequencies and modes, as demonstrated by solving the algebraic eigenvalue equation. The stability of the uncoupled single-mode and coupled-mode motions for the nonlinear system is investigated. Then the shape functions, activation conditions and space-time evolutions accounting for the two-to-one internally resonant NNMs for vertical and rotational elastic constraints are examined. The results show that the vertical and rotational elastic constraints play a fundamental role in the nonlinear dynamic phenomena of the EC shallow arch.
引用
收藏
页码:1577 / 1600
页数:24
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