Vibration Mode Localization in One-Dimensional Systems

AIAA Journal ◽  
10.2514/2.4 ◽  
1997 ◽  
Vol 35 (10) ◽  
pp. 1645-1652 ◽  
Author(s):  
Wei-Chau Xie ◽  
Xing Wang
AIAA Journal ◽  
1997 ◽  
Vol 35 ◽  
pp. 1645-1652
Author(s):  
Wei-Chau Xie ◽  
Xing Wang

2012 ◽  
Vol 562-564 ◽  
pp. 2092-2096 ◽  
Author(s):  
Guo Hui Yang ◽  
Ai Lun Wang ◽  
Xu Hui Cao

The mistuning of periodic structure was generally considered to be natural parameter mistuning, such as stiffness mistuning, damping mistuning and mass mistuning. However, in engineering practice, there was another kind of mistuning——force mistuning, which has not been studied yet. Based on a typical concentrated parameter model of periodic structure, the vibration characteristics, such as natural characteristic, vibration mode and vibration localization of periodic structure with different mistuning forms, were compared and analyzed. The results show that, as a new mistuning form, force mistuning won’t bring mode localization, while it could lead to vibration response localization


2012 ◽  
Vol 229-231 ◽  
pp. 377-381
Author(s):  
Ai Lun Wang ◽  
Jie Chen ◽  
Qian Jin Wang

The mistuning of periodic structure was generally considered to be natural parameter mistuning, such as stiffness mistuning, damping mistuning and mass mistuning. However, in engineering practice, there was another kind of mistuning—force mistuning. Based on a typical concentrated parameter model of periodic structure, the vibration characteristics, such as natural characteristic, vibration mode and vibration localization of periodic structure with different mistuning forms, were compared and analyzed. The results show that, as a new mistuning form, force mistuning won’t bring mode localization, while it could lead to vibration response localization. The results are very important for periodic structure design and manufacture.


Author(s):  
Y S Zhang

The transverse vibration mode equation of a stepped one-dimensional plate on a Winkler foundation and subjected to an in-plane force is derived. The orthogonality conditions for transverse vibration of such a plate are obtained. The conclusions of this work can be used to solve the problem of forced vibration of various stepped one-dimensional plates, plates of constant thickness and beams.


2011 ◽  
Vol 2011.19 (0) ◽  
pp. 213-214
Author(s):  
Keisuke Chatani ◽  
Dong F. Wang ◽  
Tsuyoshi Ikehara ◽  
Ryutaro Maeda

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