Analysis of non-linear mode shapes and natural frequencies of continuous damped systems

被引:32
作者
Mahmoodi, SN
Khadem, SE
Rezaee, M
机构
[1] Tarbiat Modares Univ, Dept Mech Engn, Tehran, Iran
[2] Tabriz Univ, Fac Engn, Dept Mech Engn, Tabriz, Iran
关键词
D O I
10.1016/j.jsv.2003.06.022
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
In this paper, the aim is to find the non-linear mode shapes and natural frequencies for a class of one-dimensional continuous damped systems with weak cubic inertia, damping and stiffness non-linearities. This paper presents general formulations for natural frequencies and mode shapes with all non-linearity effects. Initially the non-linear system with general boundary conditions is discretized, and using a two-dimensional manifold, the model of cubic non-linearities is constructed and the general equation of motion which governs non-linear system is derived. The method of multiple scales is then used to extend the non-linear mode shapes and natural frequencies. During this analysis, it is realized that when the natural frequencies of the linear system become equal to the natural frequencies of the non-linear system a one-to-one internal resonance will appear. Also, there is a three-to-one internal resonance which is not dependent on the damping of the system. Finally, general formulations of amplitude for vibrations, natural frequencies and mode shapes of the non-linear system are obtained in parametric forms. Thus, a non-linear problem with some simple integration can be solved. The formulations are capable of handling any non-linearities in inertia, damping, stiffness, or any combination of them under any arbitrary boundary conditions. (C) 2003 Published by Elsevier Ltd.
引用
收藏
页码:283 / 298
页数:16
相关论文
共 19 条
[1]  
Crespo da Silva MRM, 1978, J STRUCTURAL MECHANI, V6, P437
[2]   Influence of shear deformation and rotary inertia on nonlinear free vibration of a beam with pinned ends [J].
Foda, MA .
COMPUTERS & STRUCTURES, 1999, 71 (06) :663-670
[3]   Comparison of analytical techniques for nonlinear vibrations of a parametrically excited cantilever [J].
Hamdan, MN ;
Al-Qaisia, AA ;
Al-Bedoor, BO .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2001, 43 (06) :1521-1542
[4]  
Kevorkian J., 1981, APPL MATH SCI, V34
[5]  
Nayfeh A. H., 1973, Perturbation methods
[6]  
Nayfeh A. H., 1979, NONLINEAR OSCILLATIO
[7]   Nonlinear normal modes of a cantilever beam [J].
Nayfeh, AH ;
Chin, C ;
Nayfeh, SA .
JOURNAL OF VIBRATION AND ACOUSTICS-TRANSACTIONS OF THE ASME, 1995, 117 (04) :477-481
[8]   NONLINEAR NORMAL-MODES OF A CONTINUOUS SYSTEM WITH QUADRATIC NONLINEARITIES [J].
NAYFEH, AH ;
NAYFEH, SA .
JOURNAL OF VIBRATION AND ACOUSTICS-TRANSACTIONS OF THE ASME, 1995, 117 (02) :199-205
[9]   ON NONLINEAR MODES OF CONTINUOUS SYSTEMS [J].
NAYFEH, AH ;
NAYFEH, SA .
JOURNAL OF VIBRATION AND ACOUSTICS-TRANSACTIONS OF THE ASME, 1994, 116 (01) :129-136
[10]  
Nayfeh AH, 1992, Nonlinear Dyn, V3, P145, DOI DOI 10.1007/BF00118990