Super-harmonic resonance and multi-frequency responses of a super-critical translating beam

被引:27
作者
Mao, Xiao-Ye [1 ]
Ding, Hu [1 ,2 ]
Lim, C. W. [3 ,4 ]
Chen, Li-Qun [1 ,2 ,5 ]
机构
[1] Shanghai Univ, Shanghai Inst Appl Math & Mech, Shanghai 200072, Peoples R China
[2] Shanghai Univ, Shanghai Key Lab Mech Energy Engn, Shanghai 200072, Peoples R China
[3] City Univ Hong Kong, Shenzhen Res Inst, Shenzhen 518057, Peoples R China
[4] City Univ Hong Kong, Dept Architecture & Civil Engn, Hong Kong, Hong Kong, Peoples R China
[5] Shanghai Univ, Dept Mech, Shanghai 200444, Peoples R China
基金
中国国家自然科学基金;
关键词
AXIALLY MOVING BEAM; STEADY-STATE RESPONSE; NONLINEAR VIBRATIONS; VISCOELASTIC BEAMS; STABILITY; DYNAMICS; SPEED; BIFURCATIONS; CONTINUA; SYSTEMS;
D O I
10.1016/j.jsv.2016.08.032
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
With 3:1 internal resonance, super-harmonic resonances of a super-critical axially moving beam is studied for the first time. The response produced by 1/3 super-harmonic resonance is numerically determined and it is found to be very intense. Therefore, the direct multi-scale method is applied to fully investigate steady-state response of the super harmonic resonance. In the super-critical speed range, the governing equation contains quadratic and cubic nonlinearity at the same time. Accordingly, the perturbation solution by applying the multiple scale method contains three time scales. The analytical solutions conclude that not only the primary resonance is contained, but also several harmonic responses are involved. Moreover, the perturbation analysis shows more harmonic responses should be involved. Furthermore, the 3:1 internal resonance investigated here indicates that energy transmits from the first mode to the second one. The amplitude frequency response shows that nonlinearity of the super-critically translating beam is soft. Besides, the analytical process with internal resonance proves that the direct method of multiple scales can be applied to investigate the multi-mode responses. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:267 / 283
页数:17
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