The large amplitude vibrations of the inextensional beam resting on the elastic foundation under three-to-one internal resonance are investigated. The inextensional condition and multimodal discretization are used to obtain the equation of in-plane motion and modulation equations. Due to the second-order moment of the subgrade reaction, the quadratic nonlinearity is included in the present model. Moreover, this moment destroys the conservative character of the system. The nonlinear response and the associated stability are examined by means of frequency (force)-response curves, and the shooting method is applied to investigate the dynamic solutions. Particular attention is placed on the effects of the cut-off frequency and boundary conditions. The results show that the cut-off frequency and boundary conditions do not significantly affect the contribution of nonresonant modes to the nonlinear coefficients. Moreover, the effects of foundation models on the three-to-one resonant dynamics of the beam are discussed.
Three-to-One Resonant Responses of Inextensional Beams on the Elastic Foundation
Contributed by the Technical Committee on Vibration and Sound of ASME for publication in the JOURNAL OF VIBRATION AND ACOUSTICS. Manuscript received January 9, 2012; final manuscript received May 13, 2012; published online February 4, 2013. Assoc. Editor: Walter Lacarbonara.
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Wang, L., Ma, J., Li, L., and Peng, J. (February 4, 2013). "Three-to-One Resonant Responses of Inextensional Beams on the Elastic Foundation." ASME. J. Vib. Acoust. February 2013; 135(1): 011015. https://doi.org/10.1115/1.4007019
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