Bifurcation analysis of an arch structure with parametric and forced excitation

被引:14
作者
Chen, Fangqi [1 ]
Liang, Jianshu
Chen, Yushu
Liu, Xijun
Ma, Hongcheng
机构
[1] Nanjing Univ Aeronaut & Astronaut, Dept Math, Nanjing 210016, Peoples R China
[2] Tianjin Univ, Dept Mech, Tianjin 300072, Peoples R China
[3] Nankai Univ, Liuhui Ctr Appl Math, Tianjin 300072, Peoples R China
[4] Hebei Univ Sci & Technol, Coll Mech & Elect Engn, Shijiazhuang 050054, Peoples R China
基金
中国国家自然科学基金;
关键词
arch structures; 1/2 subharmonic resonance; bifurcation; universal unfolding;
D O I
10.1016/j.mechrescom.2005.09.008
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The 1/2 subharmonic bifurcation and universal unfolding problems are discussed for an arch structure with parametric and forced excitation in this paper. The amplitude-frequency curve and some dynamical behavior have been shown for this class of problems by Liu et al. Here, by means of singularity theory, in the case of strict 1:2 internal resonance, the bifurcation behavior of the amplitude with respect to a parameter (which is related to the amplitude of the live load imposed on the arch structures) is studied. The results indicate that it is a high codimensional bifurcation problem with codimension 5, and the universal unfolding is given. From the mechanical background, 20 forms of two parameter unfoldings with some constraints are studied. The transition sets in the parameter plane and the bifurcation diagrams are plotted. The results obtained in this paper present some new dynamic buckling patterns and abundant bifurcation phenomena. (C) 2005 Published by Elsevier Ltd.
引用
收藏
页码:213 / 221
页数:9
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