Nonlinear forced vibration of damped plates by an asymptotic numerical method

被引:27
作者
Boumediene, F. [1 ]
Miloudi, A. [1 ]
Cadou, J. M. [2 ]
Duigou, L. [2 ]
Boutyour, E. H. [3 ]
机构
[1] USTHB, Lab Mecan Avancee, Fac Genie Mecan & Genie Procedes, Bab Ezzouar 16111, Alger, Algeria
[2] Univ Bretagne Sud, Univ Europeenne Bretagne, Lab Ingn Mat Bretagne, F-56321 Lorient, France
[3] Univ Hassan I, Dept Appl Phys, Fac Sci & Tech, Settat, Morocco
关键词
Nonlinear vibration; Damping; Asymptotic numerical method; Harmonic balance; Pade approximants; Plates; HIERARCHICAL FINITE-ELEMENT; RECTANGULAR-PLATES; CONTINUATION; ROTATIONS; SHELLS; BEAMS;
D O I
10.1016/j.compstruc.2009.07.005
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This work deals with damped nonlinear forced vibrations of thin elastic rectangular plates subjected to harmonic excitation by an asymptotic numerical method. Using the harmonic balance method and Hamilton's principle, the governing equation is converted into a static formulation. A mixed formulation is used to transform the problem from cubic nonlinearity to quadratic one sequence. Displacement, stress and frequency are represented by power series with respect to a path parameter. Equating the like powers of this parameter, the nonlinear governing equation is transformed into a sequence of linear problems with the same stiffness matrix. Through a single matrix inversion. a considerable number of terms of the perturbation series can easily be computed with a limited computation time. The starting point, corresponding to a regular solution, is obtained by the Newton-Raphson method. In order to increase the step length, Pade approximants are used. Numerical tests are presented and compared with numerical and analytical results in the literature, for different boundary conditions, excitations and damping coefficients. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1508 / 1515
页数:8
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