Second-order normal form analysis for nonlinear vibration problem

被引:0
|
作者
Xin, Zhenfang [1 ]
Neild, S. A. [2 ]
Wagg, D. J. [2 ]
机构
[1] Beijing Inst Technol, Dept Mech Engn, Beijing 100086, Peoples R China
[2] Univ Bristol, Dept Mech Engn, Bristol BS8 1TR, Avon, England
来源
PROCEEDINGS OF THE 8TH INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS, EURODYN 2011 | 2011年
关键词
nonlinearity; second-order form; normal form;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
There are several methods of analyzing the vibration response of a weakly nonlinear system. One method is the use of normal forms in which the equations of motion are transformed into a more linear form using a near-identity nonlinear transform. Traditionally this transform has been performed on the first-order derivative representation of the equations of motion. Here we consider a similar approach applied to the second-order derivative representation of the equations of motion. By applying the normal form approach directly to the second-order nonlinear equations of motion, we are able to generate a more compact and algebraically simpler normal form which is more easily comparable to the linear equivalent system, which is normally represented as a set of second-order differential equations. We demonstrate that the method is capable of producing highly accurate predictions of the forced response of a nonlinear system both at the forcing frequency and at the harmonics of the forcing frequency.
引用
收藏
页码:3595 / 3600
页数:6
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