NON-LINEAR FORCED VIBRATIONS OF PLATES BY AN ASYMPTOTIC–NUMERICAL METHOD

Abstract Non-linear forced vibrations of thin elastic plates have been investigated by an asymptotic–numerical method (ANM). Various types of harmonic excitation forces such as distributed and concentrated are considered. Using the harmonic balance method and Hamilton's principle, the equation of motion is converted into an operational formulation. Based on the finite element method a starting point corresponding to a non-linear solution associated to a given frequency and amplitude of excitation is computed. Applying perturbation techniques in the vicinity of this solution, the non-linear governing equation obtained is transformed into a sequence of linear problems having the same stiffness matrix. Employing one matrix inversion, a large number of terms of the perturbation series of the displacement and frequency can be easily computed with a small computation time. Iterations of this method lead to a powerful path-following technique. Comprehensive numerical tests for forced vibrations of plates subjected to time-harmonic lateral excitations are reported.

[1]  R. Benamar,et al.  a Semi-Analytical Approach to the Non-Linear Dynamic Response Problem of Beams at Large Vibration Amplitudes, Part II: Multimode Approach to the Steady State Forced Periodic Response , 2002 .

[2]  Michel Potier-Ferry,et al.  A numerical method for nonlinear eigenvalue problems application to vibrations of viscoelastic structures , 2001 .

[3]  Michel Potier-Ferry,et al.  A numerical continuation method based on Padé approximants , 2000 .

[4]  Maurice Petyt,et al.  Non-linear free vibration of isotropic plates with internal resonance , 2000 .

[5]  R. Benamar,et al.  THE NON-LINEAR FREE VIBRATION OF FULLY CLAMPED RECTANGULAR PLATES: SECOND NON-LINEAR MODE FOR VARIOUS PLATE ASPECT RATIOS , 1999 .

[6]  L. Azrar,et al.  SEMI-ANALYTICAL APPROACH TO THE NON-LINEAR DYNAMIC RESPONSE PROBLEM OF S–S AND C–C BEAMS AT LARGE VIBRATION AMPLITUDES PART I: GENERAL THEORY AND APPLICATION TO THE SINGLE MODE APPROACH TO FREE AND FORCED VIBRATION ANALYSIS , 1999 .

[7]  Hamid Zahrouni,et al.  Computing finite rotations of shells by an asymptotic-numerical method , 1999 .

[8]  R. Benamar,et al.  AN ASYMPTOTIC-NUMERICAL METHOD FOR LARGE-AMPLITUDE FREE VIBRATIONS OF THIN ELASTIC PLATES , 1999 .

[9]  Tso-Liang Teng,et al.  Nonlinear forced vibration analysis of the rectangular plates by the Fourier series method , 1999 .

[10]  Cornelius T. Leondes,et al.  Structural dynamic systems computational techniques and optimization, Computational techniques , 1999 .

[11]  Pedro Ribeiro,et al.  Nonlinear vibration of plates by the hierarchical finite element and continuation methods , 1997 .

[12]  M. Petyt,et al.  Geometrically nonlinear vibration analysis of thin, rectangular plates using the hierarchical finite element method—I: The fundamental mode of isotropic plates , 1997 .

[13]  M. Petyt,et al.  Geometrically nonlinear vibration analysis of thin, rectangular plates using the hierarchical finite element method—II: 1st mode of laminated plates and higher modes of isotropic and laminated plates , 1997 .

[14]  Chuh Mei,et al.  Finite Element Method for Nonlinear Free Vibrations of Composite Plates , 1997 .

[15]  C. Mei,et al.  A FINITE ELEMENT TIME DOMAIN MODAL FORMULATION FOR LARGE AMPLITUDE FREE VIBRATIONS OF BEAMS AND PLATES , 1996 .

[16]  H. A. Sherif Non-linear forced flexural vibrations of a clamped circular unsymmetrical sandwich plate , 1995 .

[17]  B. Cochelin A path-following technique via an asymptotic-numerical method , 1994 .

[18]  R. C. Zhou,et al.  Finite element time domain : modal formulation for nonlinear flutter of composite panels , 1994 .

[19]  Tarun Kant,et al.  Large amplitude free vibration analysis of cross-ply composite and sandwich laminates with a refined theory and C° finite elements , 1994 .

[20]  The Effect of Temperature on the Natural Frequencies and Acoustically Induced Strains in CFRP Plates , 1993 .

[21]  R. Benamar,et al.  The Effects of Large Vibration Amplitudes on the Mode Shapes and Natural Frequencies of Thin Elastic Structures, Part II: Fully Clamped Rectangular Isotropic Plates , 1993 .

[22]  Bruno Cochelin,et al.  An asymptotic‐numerical method to compute the postbuckling behaviour of elastic plates and shells , 1993 .

[23]  A. Noor,et al.  Reduced basis technique for nonlinear vibration analysis of composite panels , 1993 .

[24]  Jong-Ho Woo,et al.  Nonlinear vibrations of rectangular laminated thin plates , 1992 .

[25]  N. Iyengar,et al.  Non-linear forced vibrations of antisymmetric rectangular cross-ply plates , 1992 .

[26]  C. K. Chiang,et al.  Finite element large-amplitude free and forced vibrations of rectangular thin composite plates , 1991 .

[27]  J. N. Reddy,et al.  A review of refined theories of laminated composite plates , 1990 .

[28]  Michel Potier-Ferry,et al.  A New method to compute perturbed bifurcations: Application to the buckling of imperfect elastic structures , 1990 .

[29]  P. C. Dumir,et al.  Some erroneous finite element formulations of non-linear vibrations of beams and plates , 1988 .

[30]  M. Sathyamoorthy,et al.  Nonlinear Vibration Analysis of Plates: A Review and Survey of Current Developments , 1987 .

[31]  Y. K. Cheung,et al.  Nonlinear Vibration of Thin Elastic Plates, Part 1: Generalized Incremental Hamilton’s Principle and Element Formulation , 1984 .

[32]  C. Mei,et al.  A finite element method for nonlinear forced vibrations of rectangular plates , 1984 .

[33]  M. Sathyamoorthy NONLINEAR VIBRATIONS OF PLATES - A REVIEW. , 1983 .

[34]  C W Bert RESEARCH ON DYNAMICS OF COMPOSITE AND SANDWICH PLATES, 1979-1981 , 1982 .

[35]  Large amplitude free vibrations of annular plates of varying thickness , 1981 .

[36]  J. Reddy Finite-element modeling of layered, anisotropic composite plates and shells: A review of recent research , 1981 .

[37]  L. Wellford,et al.  Free and steady state vibration of non‐linear structures using a finite element–non‐linear eigenvalue technique , 1980 .

[38]  L. Rehfield Large Amplitude Forced Vibrations of Elastic Structures , 1974 .

[39]  Chuh Mei,et al.  Finite element displacement method for large amplitude free flexural vibrations of beams and plates , 1973 .

[40]  R. G. White Effects of non-linearity due to large deflections in the resonance testing of structures , 1971 .

[41]  C. S. Hsu On the application of elliptic functions in non-linear forced oscillations , 1960 .