[1] R. Benamar, M.M.K. Bennouna and R. G. White, “Non-linear mode shape and resonance frequencies of fully clamped
rectangular beam and plate”, Proceeding of 7th International Modal Analysis conference Las Vegas, Nevada, USA, 1989.
[2] H. Atmani, A. SEDDOUKI, B. Harras and R. Benamar, “A new approach to the geometrically non-linear dynamic
behaviour of a glare 3 hybrid composite panel: explicite solutions”, International Journal of Research and Reviews in
Mechatronic Design and Simulation (IJRRMDS), Vol. 1, No. 3, pp. 49-59, 2011.
[3] H. Atmani, B. Harras and R. Benamar, “A new approach for investigating the spatial distribution and amplitude
dependence of the harmonic distortion occurring at large vibration amplitudes of clamped-clamped beams”, the Fourth
International Conference on Applied Mathematics and Engineering Sciences, Casablanca, 23-25 October 2002,
(CIMASI’2002).
[4] H. Atmani, B. Harras, and R. Benamar, “Numerically Simulation and Adaptation of a New Approach to the Geometrically
Non-Linear Dynamic Behaviour of Fully Clamped Glare 3 Hybrid Composite”, International Journal of Artificial
Intelligence and Mechatronics IJAIM, Vol. 1, No. 6, pp. 156-162, 2013.
[5] H. Atmani, A. Seddouki, B. Harras and R. Benamar, “A new approach to the geometrically Non-Linear Dynamic
Behaviour of a Glare 3 Hybrid Composite Panel: Explicit analytical solutions”, Acta Mechanica Slovaca, No.1, pp. 39-53,
2005.
[6] H. Atmani, R. Benamar, M. Haterbouch and B. Harras, “Modelling and Analysis Multi-Harmonic Non-Linear Free
Vibration of Clamped-Clamped Beams”, Second International Conference on Nonlinear Phenomena, Errachidia,
Morocco, 25-27 April, 2005.
[7] H. Atmani, R. Benamar, “The Simulation Modeling for the Non-Linear Free Vibration Taking into Account The Harmonic
Distortion of Clamped-Clamped Beams”, International Journal of Artificial Intelligence and Mechatronics, IJAIM, Vol. 1,
No. 6 , pp. 151-155, 2013.
[8] Seddouki, H. Atmani, B. Harras and R. Benamar, “Determination of the geometrical nonlinear dynamic steady state
periodic forced response of fully clamped thin rectangular isotropic plates”, Colloque International sur les problèmes
non linéaires en Mécanique Fès, Maroc, 2004.
A new analytical formulation for investigating in modern engineering for the harmonic distortion occurring at large
vibration amplitudes of clamped-clamped beams: Explicit Solutions
ISSN : 2028-9324 Vol. 3 No. 4, Aug. 2013 1140
[9] R. Benamar, M.M.K. Bennouna, and R. G. White, “The effects of large vibration amplitudes on the mode shapes and
natural frequencies of thin elastic structures. Part I: simply supported and clamped-clamped beams”, Journal of Sound
and Vibration, vol. 149, pp. 179-195, 1991.
[10] 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, vol.
164, no. 2, pp. 295-316, 1993.
[11] R. Benamar, M. M. K. Bennouna and R. G. White, “The effects of large vibration amplitudes on the fundamental mode
shape of a fully clamped, symmetrically laminated rectangular plate”, Proceeding of the Fourth International Conference
on Recent Advances in Structural Dynamics, Southampton, 1990.
[12] F. Moussaoui, R. Benamar and R. G. White, “The effect of large vibration amplitudes on the mode shapes and natural
frequencies of thin elastic shells. Part I: coupled transverse-circumferential mode shapes of isotropic circular shells of
infinite length”, White Journal of Sound and Vibration, vol. 232, no. 5, pp. 917-943, 2000.
[13] R. Benamar, M. M. K. Bennouna and R. G. White, “Spatial distribution of the harmonic distortion induced by large
vibration amplitudes of fully clamped beams and rectangular plates”, Proceedings of the 8th International Modal
Analysis Conference. Kissimmee, Florida (2), pp. 1352-1358, 1990.
[14] R. Benamar, M. M. K. Bennouna, and R. G. White, “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”, Journal of Sound and Vibration,
vol. 175, no. 3, pp. 377-424, 1994.
[15] M El Kadiri, R. Benamar and R. G. White, “The non-linear free vibration of fully clamped rectangular plates: second nonlinear
mode for various plate aspect ratios”, Journal of Sound and Vibration, vol. 228, no. 2, pp. 333-358., 1999.
[16] L. Azrar, R. Benamar and R. G. White, “A Semi-analytical approach to the non-linear dynamic response problem 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”, Journal of Sound and Vibration, vol. 224, no. 2, pp. 183-207, 1999.
[17] Z.Beidouri, “Contribution to a non-linear modal analysis theory. Application to continuous structures and discrete
systems with localised non-linearities”, Doctorat Esciences Appliques, Ecole Mohammadia d'Ingénieurs, Rabat, 2006.
[18] H. Haterbouch, R. Benamar and R. G. White, “The effects of large vibration amplitudes on the mode shapes and natural
frequencies of clamped circular isotropic plates. Journal of Sound and Vibration”, Journal of sound and vibration, vol.
265, pp. 123-154, 2003.
[19] Harras B., Benamar R., and White R. G., “Geometrically non-linear free vibration of fully clamped symmetrically
laminated rectangular composite plates”, Journal of sound and vibration, vol. 251, no. 4, pp. 579-619, 2002.
[20] R. Benamar “ Non-linear dynamic behaviour of fully clamped beams and rectangular isotropic and laminated plates”,
Ph.D. thesis, University of Southampton, 1990.
[21] M. El Kadiri and R. Benamar, “Improvement of the semi-analytical method, for determining the geometrically non-linear
response of thin straight structures. Part I: Application to clamped-clamped and simply supported-clamped beams”,
Journal of Sound and Vibration, vol. 249, no. 4, pp. 263-305, 2003.
[22] M.M.K. Bennouna and R. G. White, “The effects of large vibration amplitudes on the fundamental mode shape of a
clamped-clamped uniform beam”, Journal of Sound and Vibration, vol. 96, no. 3, pp. 309-331, 1984.
[23] M.M.K. Bennouna and R. G. White, “The effects of large vibration amplitudes on the dynamic strain response of a
clamped-clamped beam with consideration of fatigue life”, Journal of Sound and Vibration, vol. 96, no. 3, pp. 281-308.
1984.
[24] L.K Chunchung and S.Y Wu, “Non linear vibration of thin elastic plates”, Journal of Applied Mechanics, Vol. 51, pp. 837-
851, 1984.
[25] C. Mei, “A finite element method for non-linear forced vibrations of beams”, Proceedings of the second International
Conference on Structural dynamics: Recent advances, Southampton, UK, 1985.
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