Skip to main content Accessibility help
×
Hostname: page-component-77c89778f8-m42fx Total loading time: 0 Render date: 2024-07-17T10:25:56.859Z Has data issue: false hasContentIssue false

4 - Vibrations of Rectangular Plates

Published online by Cambridge University Press:  08 January 2010

Marco Amabili
Affiliation:
Università degli Studi, Parma
Get access

Summary

Introduction

Flat rectangular plates with restrained normal displacement at the four edges exhibit a strong hardening-type nonlinearity for vibration amplitude of the order of the plate thickness. In order to have a behavior correctly described by a linear theory, the vibration amplitude of thin plates must be of the order of 1/10 of the thickness, or smaller. In-plane constraints largely enhance the nonlinear behavior; consequently, in-plane stretching is produced for large-amplitude deflection, differently from what is stated for linear theory.

Rectangular plates with normal displacement that is not restrained at all the edges can present a linear behavior for larger vibration amplitude. This is the case of the cantilever plate (clamped at one edge and free on the other three edges). In fact, quite large displacement w can be associated with very small rotations ∂w/∂x and ∂w/∂y for these boundary conditions, so that nonlinear terms in the strains can be neglected.

Geometric imperfections play an important role; they transform the flat plate in a curved panel (even if very shallow), which exhibits an initial weak softening behavior, turning to strong hardening nonlinearity for larger vibration amplitude.

In this chapter, the linear vibrations of simply supported rectangular plates are first addressed; numerical and experimental results are presented. Then, nonlinear forced vibrations of plates with different boundary conditions are studied by using the Lagrange equations of motion and the von Kármán theory. The effect of geometric imperfections is investigated. Numerical and experimental results are presented and satisfactorily compared.

Type
Chapter
Information
Publisher: Cambridge University Press
Print publication year: 2008

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

Abe, A., Kobayashi, Y. and Yamada, G. 1998 International Journal of Non-Linear Mechanics 33, 675–690. Two-mode response of simply supported, rectangular laminated plates.CrossRefGoogle Scholar
Amabili, M. 2004 Computers and Structures 82, 2587–2605. Nonlinear vibrations of rectangular plates with different boundary conditions: theory and experiments.CrossRefGoogle Scholar
Amabili, M. 2006 Journal of Sound and Vibration 291, 539–565. Theory and experiments for large-amplitude vibrations of rectangular plates with geometric imperfections.CrossRefGoogle Scholar
Amabili, M. and Garziera, R. 1999 Journal of Sound and Vibration 224, 519–539. A technique for the systematic choice of admissible functions in the Rayleigh-Ritz method.CrossRefGoogle Scholar
Chang, S. I., Bajaj, A. K. and Krousgrill, C. M. 1993 Nonlinear Dynamics 4, 433–460. Non-linear vibrations and chaos in harmonically excited rectangular plates with one-to-one internal resonance.CrossRefGoogle Scholar
Chia, C.-Y. 1980 Nonlinear Analysis of Plates. McGraw-Hill, New York, USA.Google Scholar
Chia, C.-Y. 1988 Applied Mechanics Reviews 41, 439–451. Geometrically nonlinear behavior of composite plates: a review.CrossRefGoogle Scholar
Chu, H.-N. and Herrmann, G. 1956 Journal of Applied Mechanics 23, 532–540. Influence of large amplitude on free flexural vibrations of rectangular elastic plates.Google Scholar
Doedel, E. J., Champneys, A. R., Fairgrieve, T. F., Kuznetsov, Y. A., Sandstede, B. and Wang, X. 1998 AUTO 97: Continuation and Bifurcation Software for Ordinary Differential Equations (with HomCont). Concordia University, Montreal, Canada.Google Scholar
Kadiri, M. El and Benamar, R. 2003 Journal of Sound and Vibration 264, 1–35. Improvement of the semi-analytical method, based on Hamilton's principle and spectral analysis, for determination of the geometrically non-linear response of thin straight structures. Part III: steady state periodic forced response of rectangular plates.CrossRefGoogle Scholar
Ganapathi, M., Varadan, T. K. and Sarma, B. S. 1991 Computers and Structures 39, 685–688. Nonlinear flexural vibrations of laminated orthotropic plates.CrossRefGoogle Scholar
Han, W. and Petyt, M. 1997a Computers and Structures 63, 295–308. Geometrically nonlinear vibration analysis of thin, rectangular plates using the hierarchical finite element method. I: the fundamental mode of isotropic plates.CrossRefGoogle Scholar
Han, W. and Petyt, M. 1997b Computers and Structures 63, 309–318. 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.CrossRefGoogle Scholar
Harras, B., Benamar, R. and White, R. G. 2002 Journal of Sound and Vibration 251, 579–619. Geometically non-linear free vibration of fully clamped symmetrically laminated rectangular composite plates.CrossRefGoogle Scholar
Hui, D. 1984 Journal of Applied Mechanics 51, 216–220. Effects of geometric imperfections on large amplitude vibrations of rectangular plates with hysteresis damping.CrossRefGoogle Scholar
Leissa, A. W. 1969 Vibration of Plates. NASA SP-160, U.S. Government Printing Office, Washington, DC, USA (1993 reprinted by the Acoustical Society of America).Google Scholar
Leung, A. Y. T. and Mao, S. G. 1995 Journal of Sound and Vibration 183, 475–491. A symplectic Galerkin method for non-linear vibration of beams and plates.CrossRefGoogle Scholar
Noor, A. K., Andersen, C. and Peters, J. M. 1993 Computer Methods in Applied Mechanics and Engineering 103, 175–186. Reduced basis technique for nonlinear vibration analysis of composite panels.CrossRefGoogle Scholar
Rao, S. R., Sheikh, A. H. and Mukhopadhyay, M. 1993 Journal of the Acoustical Society of America 93, 3250–3257. Large-amplitude finite element flexural vibration of plates/stiffened plates.CrossRefGoogle Scholar
Ribeiro, P. 2001 Proceedings of the 42nd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Material Conference and Exhibit, Seattle, WA, USA (paper A01-25098). Periodic vibration of plates with large displacements.Google Scholar
Ribeiro, P. and Petyt, M. 1999a Journal of Sound and Vibration 226, 955–983. Geometrical non-linear, steady-state, forced, periodic vibration of plate. Part I: model and convergence study.CrossRefGoogle Scholar
Ribeiro, P. and Petyt, M. 1999b Journal of Sound and Vibration 226, 985–1010. Geometrical non-linear, steady-state, forced, periodic vibration of plate. Part II: stability study and analysis of multi-modal response.CrossRefGoogle Scholar
Ribeiro, P. and Petyt, M. 2000 International Journal of Non-Linear Mechanics 35, 263–278. Non-linear free vibration of isotropic plates with internal resonance.CrossRefGoogle Scholar
Sathyamoorthy, M. 1987 Applied Mechanics Reviews 40, 1553–1561. Nonlinear vibration analysis of plates: a review and survey of current developments.CrossRefGoogle Scholar
Shi, Y. and Mei, C. 1996 Journal of Sound and Vibration 193, 453–464. A finite element time domain modal formulation for large amplitude free vibrations of beams and plates.CrossRefGoogle Scholar
Yuan, J. and Dickinson, S. M. 1992 Journal of Sound and Vibration 152, 203–216. On the use of artificial springs in the study of the free vibrations of systems comprised of straight and curved beams.CrossRefGoogle Scholar

Save book to Kindle

To save this book to your Kindle, first ensure coreplatform@cambridge.org is added to your Approved Personal Document E-mail List under your Personal Document Settings on the Manage Your Content and Devices page of your Amazon account. Then enter the ‘name’ part of your Kindle email address below. Find out more about saving to your Kindle.

Note you can select to save to either the @free.kindle.com or @kindle.com variations. ‘@free.kindle.com’ emails are free but can only be saved to your device when it is connected to wi-fi. ‘@kindle.com’ emails can be delivered even when you are not connected to wi-fi, but note that service fees apply.

Find out more about the Kindle Personal Document Service.

  • Vibrations of Rectangular Plates
  • Marco Amabili, Università degli Studi, Parma
  • Book: Nonlinear Vibrations and Stability of Shells and Plates
  • Online publication: 08 January 2010
  • Chapter DOI: https://doi.org/10.1017/CBO9780511619694.006
Available formats
×

Save book to Dropbox

To save content items to your account, please confirm that you agree to abide by our usage policies. If this is the first time you use this feature, you will be asked to authorise Cambridge Core to connect with your account. Find out more about saving content to Dropbox.

  • Vibrations of Rectangular Plates
  • Marco Amabili, Università degli Studi, Parma
  • Book: Nonlinear Vibrations and Stability of Shells and Plates
  • Online publication: 08 January 2010
  • Chapter DOI: https://doi.org/10.1017/CBO9780511619694.006
Available formats
×

Save book to Google Drive

To save content items to your account, please confirm that you agree to abide by our usage policies. If this is the first time you use this feature, you will be asked to authorise Cambridge Core to connect with your account. Find out more about saving content to Google Drive.

  • Vibrations of Rectangular Plates
  • Marco Amabili, Università degli Studi, Parma
  • Book: Nonlinear Vibrations and Stability of Shells and Plates
  • Online publication: 08 January 2010
  • Chapter DOI: https://doi.org/10.1017/CBO9780511619694.006
Available formats
×