Effect of Initial Geometric Imperfections on Nonlinear Vibration of Thin Plate by an Asymptotic Numerical Method

Lahcen Benchouaf1, El Hassan Boutyour2
1Hassan First University of Settat, Higher School of Education and Training, Berrechid, Morocco
2Hassan First University of Settat, Faculty of Sciences and Technologies, Department of Applied Physics, Settat, Morocco

Tóm tắt

In this work, the influence of initial geometric imperfections on geometrically nonlinear free vibrations of thin elastic plates has been investigated by an asymptotic numerical method. The nonlinear strain displacement relationship of von Karman theory is adopted to calculate the elastic strain energy. The harmonic balance approach and Hamilton’s principle are used to convert the equation of motion into an operational formulation. The nonlinear problem is transformed into a sequence of linear ones having the same stiffness matrix, which can be solved by a classical finite-element method. To improve the validity range of the power series, Padé approximants are incorporated and a continuation technique is also used to get the whole solution. Numerical results are discussed and compared to those available in the literature and convergence of the solution is shown for various amplitudes of imperfection.

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Tài liệu tham khảo

Alijani F, Amabili M (2013) Theory and experiments for nonlinear vibrations of imperfect rectangular plates with free edges. J Sound Vib 332(14):3564–3588

Amabili M (2006) Theory and experiments for large-amplitude vibrations of rectangular plates with geometric imperfections. J Sound Vib 291(3):539–565

Amabili M (2010) Geometrically nonlinear vibrations of rectangular plates carrying a concentrated mass. J Sound Vib 329(21):4501–4514

Amabili M (2016) Nonlinear vibrations of viscoelastic rectangular plates. J Sound Vib 362(3):142–156

Amabili M, Farhadi S (2009) Shear deformable versus classical theories for nonlinear vibrations of rectangular isotropic and laminated composite plates. J Sound Vib 320(3):649–667

Azrar L, Benamar R, Potier-Ferry M (1999) An asymptotic numerical method for large amplitude free vibrations of thin elastic plates. J Sound Vib 220(4):695–727

Azrar L, Boutyour E, Potier-Ferry M (2002) Non-linear forced vibrations of plates by an asymptotic-numerical method. J Sound Vib 252(4):657–674

Azrar L, Cochelin B, Damil N, Potier-Ferry M (1993) An asymptotic-numerical method to compute the postbuckling behavior of elastic plates and shells. Int J Numer Methods Eng 36(8):1251–1277

Benchouaf L, Boutyour E (2016) Nonlinear vibrations of buckled plates by an asymptotic numerical method. Compt Rendus Mcanique 344(3):151–166

Boumediene F, Duigou L, Boutyour E, Miloudi A, Cadou J (2011) Nonlinear forced vibration of damped plates coupling asymptotic numerical method and reduction models. Comput Mech 47(4):359–377

Boumediene F, Miloudi A, Cadou J, Duigou L, Boutyour E (2009) Nonlinear forced vibration of damped plates by an asymptotic numerical method. Comput Struct 87(23):1508–1515

Boutyour E, Azrar L, Potier-Ferry M (2006) Vibration of buckled elastic structures with large rotations by an asymptotic numerical method. Comput Struct 84(3):93–101

Chen C, Cheng W, Tan A (2005) Non-linear vibration of initially stressed plates with initial imperfections. Thin Wall Struct 43(1):33–45

Cochelin B (1994) A path-following technique via an asymptotic-numerical method. Comput Struct 53(5):1181–1192

Hui D (1984) Effects of geometric imperfections on large-amplitude vibrations of rectangular plates with hysteresis damping. J Appl Mech 51(1):216–220

Hussein AE, Potier-Ferry M, Damil N (2000) A numerical continuation method based on pad approximants. Int J Solids Struct 37(46–47):6981–7001

Ilanko S, Dickinson S (1987) The vibration and post-buckling of geometrically imperfect, simply supported, rectangular plates under uni-axial loading, part i: Theoretical approach. J Sound Vib 118(2):313–336

Ilanko S, Dickinson S (1991) On natural frequencies of geometrically imperfect, simple supported rectangular plates under uniaxial compressive loading. J Appl Mech 58(4):1082–1084

Lau S, Cheung Y, Wu S (1984) Nonlinear vibration of thin elastic plates part1: generalized incremental hamiltons principle and element formulation. J Appl Mech 51(4):837–844

Lin C, Chen L (1989) Large-amplitude vibration of an initially imperfect moderately thick plate. J Sound Vib 135(2):213–224

Liu W, Yeh F (1993) Non-linear vibrations of initially imperfect, orthotropic, moderately thick plates with edge restraints. J Sound Vib 165(1):101–122

Ostiguy GL, Georges LS, Sassi S (1998) Latest developments on the dynamic stability and nonlinear parametric response of geometrically imperfect rectangular plates. Trans Can Soc Mech Eng 22:501–518

Ostiguy GL, Sassi S (1992) Effects of initial geometric imperfections on dynamic behavior of rectangular plates. Nonlinear Dyn 3(3):165–181

Sassi S, Ostiguy G (1994) Analysis of the variation of frequencies for imperfect rectangular plates. J Sound Vib 177(5):675–687

Sassi S, Ostiguy G (1994) Effects of initial geometric imperfections on the interaction between forced and parametric vibrations. J Sound Vib 178(1):41–54

Sassi S, Thomas M, Laville F (1996) Dynamic response obtained by direct numerical integration for pre-deformed rectangular plates subjected to inplane loading. J Sound Vib 197(1):67–83

Woiwode L, Balaji NN, Kappauf J, Tubita F, Guillot L, Vergez C, Cochelin B, Grolet A, Krack M (2020) Comparison of two algorithms for Harmonic Balance and path continuation. Mech Syst Signal Process 136:106503