Complex dynamics of high-speed axially moving systems

被引:102
|
作者
Pellicano, F
Vestroni, F
机构
[1] Univ Modena & Reggio Emilia, Dipartimento Ingn Meccan & Civile, I-41100 Modena, Italy
[2] Univ Roma La Sapienza, Dipartimento Ingn Strutturale & Geotecn, I-00184 Rome, Italy
关键词
D O I
10.1006/jsvi.2002.5070
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
In this paper, the dynamic response of a simply supported travelling beam subjected to a transverse load is investigated in the super-critical speed range. The well-known axially moving beam theory is considered and a simple viscous damping mechanism has been introduced. The displacement field is expanded in a series of the buckling modes, a sine series, and different techniques have been used in analyzing the response of the dynamical system. Periodic oscillations are studied by means of continuation techniques, while non-stationary dynamics are investigated through direct simulations. A comparison with the literature and a convergence test on the series expansion are performed. A sample case of a physical beam is developed and numerical results are presented concerning bifurcation analysis and stability, and direct simulations of global postcritical dynamics. A complex scenario of alternate regular and chaotic motions is found in a large range of the main parameters. (C) 2002 Published by Elsevier Science Ltd.
引用
收藏
页码:31 / 44
页数:14
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