Homogenization Technique for Non-Linear Free Vibrations Analysis of FGM Rectangular Plates

Article Preview

Abstract:

In the present study, the problem of geometrically nonlinear free vibrations of functionally graded rectangular plates (FGRP) is studied. A homogenization technique has been developed to reduce the FGRP problem under consideration to that of isotropic homogeneous rectangular plate. The material properties of the functionally graded composites examined herein are assumed to be graded in the thickness direction of the plate and estimated through the rule of mixture. The proposed theoretical model is based on the classical plate theory and the Von Karman relationships, and the amplitude equation is derived in the form of a set of non-linear algebraic equation using Hamilton’s principle and a multimode approach. The fundamental nonlinear frequency parameters and the bending stress are then calculated using the iterative and explicit methods of solution to show the effect of the vibration amplitudes and the material distributions. The results obtained in this study are found to be in a good agreement with the published ones dealing with the problem of large vibration of functionally graded plates.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 971-973)

Pages:

516-533

Citation:

Online since:

June 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] M. Yamanoushi, M. Koizumi, T. Hiraii, I. Shiota (Eds. ), Proceedings of the First International Symposium on Functionally Gradient Materials, Japan, (1990).

Google Scholar

[2] M. Koizumi, The concept of FGM, Ceramic Trans. Functionally Gradient Mater. 34 (1993) 3 10.

Google Scholar

[3] Praveen GN, Reddy JN. Nonlinear transient thermoelastic analysis of functionlly graded ceramic–metal plates. Int J Solids Struct 1998; 35: 4457–71.

DOI: 10.1016/s0020-7683(97)00253-9

Google Scholar

[4] Cheng ZQ, Batra RC. Deflection relationships between the homogeneous plate theory and different functionally graded plate theories. Arch Mech 2000; 52: 143–58.

Google Scholar

[5] Reddy JN, Cheng ZQ. Three-dimensional thermo mechanical deformations of functionally graded rectangular plates. Eur J Mech Solids 2001; 20(5): 841–55.

DOI: 10.1016/s0997-7538(01)01174-3

Google Scholar

[6] Yang J, Shen H-S. Non-linear analysis of FGM plates under transverse and in-plane loads. Int J Non-Linear Mech 2003; 38: 467–82.

DOI: 10.1016/s0020-7462(01)00070-1

Google Scholar

[7] Qian LF, Batra RC, Chen LM. Analysis of cylindrical bending thermoelastic deformations of functionally graded plates by a meshless local Petrov–Galerkin method. Comput Mech 2004; 33: 263–73.

DOI: 10.1007/s00466-003-0527-z

Google Scholar

[8] Croce LD, Venini P. Finite elements for functionally graded Reissner–Mindlin plates. Comput Methods Appl Mech Eng 2004; 193: 705– 25.

DOI: 10.1016/j.cma.2003.09.014

Google Scholar

[9] Lanhe W. Thermal buckling of a simply supported moderately thick rectangular FGM plate. Compos Struct 2004; 64: 211–8.

DOI: 10.1016/j.compstruct.2003.08.004

Google Scholar

[10] GhannadPour SAM, Alinia MM. Large deflection behavior of functionally graded plates under pressure loads. Compos Struct 2006; 75: 67– 71.

DOI: 10.1016/j.compstruct.2006.04.004

Google Scholar

[11] Chung Y-L, Che W-T. The flexibility of functionally graded material plates subjected to uniform loads. J Mech Mater Struct 2007; 2(1): 63–86.

Google Scholar

[12] J. Woo, S.A. Meguid, Nonlinear behaviour of functionally graded plates and shallow shells, International Journal of Solids and Structures 38 (2001)7409–7421.

DOI: 10.1016/s0020-7683(01)00048-8

Google Scholar

[13] K. EL Bikri, R. Benamar and M. M Bennouna 2003 Computers & Structures, 81, 2029-2043. Geometrically non-linear free vibrations of clamped simply supported rectangular plates. Part I: the effects of large vibration amplitudes on the fundamental mode shape.

DOI: 10.1016/s0045-7949(03)00152-4

Google Scholar

[14] R. Benamar, M.M.K. Bennouna and R. G. White. The effects of large vibration amplitudes on the fundamental mode shape of thin elastic structures, part II: Fully clamped rectangular isotropic plates. Journal of Sound and Vibration 164 (1993).

DOI: 10.1006/jsvi.1993.1215

Google Scholar

[15] W. Han and M. Petyt. Geometrically non-linear vibration analysis of thin, rectangular plates using the hierarchical finite element method-I: The fundamental mode of isotropic plates. Computers & Structures, Vol 63 (1997), pp.295-308.

DOI: 10.1016/s0045-7949(96)00345-8

Google Scholar

[16] X. -L. Huang, H. -S. Shen, Nonlinear vibration and dynamic response of functionally graded plates in thermal environment, International Journal of Solids and Structures 41 (9–10) (2004) 2403–2427.

DOI: 10.1016/j.ijsolstr.2003.11.012

Google Scholar

[17] M. EL Kadiri, R. Benamar and R. G. White 2002 Journal of Sound and Vibration. 249(2), 263-305. Improvement of the semi-analytical method, based on Hamilton's principle and spectral analysis, for determination of the geometrically non-linear free response of thin straight structures. Part I : Application to C-C and SS-C beams.

DOI: 10.1006/jsvi.2001.3808

Google Scholar

[18] R. Benamar, M.M.K. Bennouna and R. G. White 1991 Journal of Sound and Vibration 175, 377-395. The effects of large vibration amplitudes on the mode shapes and natural frequencies of thin elastic structures, part III: fully clamped rectangular isotropic plates – Measurements of the mode shape amplitude dependence and the spatial distribution of harmonic distortion.

DOI: 10.1006/jsvi.1994.1335

Google Scholar

[19] M. EL Kadiri, R. Benamar and R. G. White 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 free response of thin straight structures. Part III: steady-state periodic forced response of simply supported and fully clamped rectangular plates.

DOI: 10.1016/s0022-460x(02)01162-8

Google Scholar

[20] M. Amabili and R. Garziera. A technique for the systematic choice of admissible functions in the Rayleigh-Ritz method. Journal of Sound and Vibration 224 (1999), pp.519-539.

DOI: 10.1006/jsvi.1999.2198

Google Scholar