Bifurcations and Exact Solutions of a Cantilever Beam Vibration Model Without Damping and Forced Terms

被引:1
|
作者
Zhuang, Jinsen [1 ]
Chen, Guanrong [2 ]
Li, Jibin [1 ,3 ]
机构
[1] Huaqiao Univ, Sch Math Sci, Quanzhou 362021, Fujian, Peoples R China
[2] City Univ Hong Kong, Dept Elect Engn, Hong Kong, Peoples R China
[3] Zhejiang Normal Univ, Sch Math Sci, Jinhua 321004, Zhejiang, Peoples R China
来源
关键词
Nonlinear vibration; cantilever beam model; singular nonlinear equation; bifurcation; homoclinic and heteroclinic solutions; periodic solution; peakon; periodic peakon; compacton; SOLITONS; EQUATION;
D O I
10.1142/S0218127424500391
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
For the cantilever beam vibration model without damping and forced terms, the corresponding differential system is a planar dynamical system with some singular straight lines. In this paper, by using the techniques from dynamical systems and singular traveling wave theory developed by [Li & Chen, 2007] to analyze its corresponding differential system, the bifurcations and the dynamical behaviors of the corresponding phase portraits are identified and analyzed. Under different parameter conditions, exact homoclinic and heteroclinic solutions, periodic solutions, compacton solutions, as well as peakons and periodic peakons, are all found explicitly.
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收藏
页数:21
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