Nonlinear Impact Responses for a Damped Frame Supported by Nonlinear Springs with Hysteresis Using Fast FEA
Commenced in January 2007
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Edition: International
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Nonlinear Impact Responses for a Damped Frame Supported by Nonlinear Springs with Hysteresis Using Fast FEA

Authors: T. Yamaguchi, M. Watanabe, M. Sasajima, C. Yuan, S. Maruyama, T. B. Ibrahim, H. Tomita

Abstract:

This paper deals with nonlinear vibration analysis using finite element method for frame structures consisting of elastic and viscoelastic damping layers supported by multiple nonlinear concentrated springs with hysteresis damping. The frame is supported by four nonlinear concentrated springs near the four corners. The restoring forces of the springs have cubic non-linearity and linear component of the nonlinear springs has complex quantity to represent linear hysteresis damping. The damping layer of the frame structures has complex modulus of elasticity. Further, the discretized equations in physical coordinate are transformed into the nonlinear ordinary coupled differential equations using normal coordinate corresponding to linear natural modes. Comparing shares of strain energy of the elastic frame, the damping layer and the springs, we evaluate the influences of the damping couplings on the linear and nonlinear impact responses. We also investigate influences of damping changed by stiffness of the elastic frame on the nonlinear coupling in the damped impact responses.

Keywords: Dynamic response, Nonlinear impact response, Finite Element analysis, Numerical analysis.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1108440

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References:


[1] E. Pesheck, N. Boivin, C. Pierre and S. W. Shaw, “Non-linear modal analysis of structural systems using multi-mode invariant manifolds”, Nonlinear Dynamics, Vol.25, pp.183-205, 2001.
[2] T. Yamaguchi, Y. Fujii, K. Nagai and S. Maruyama, “FEM for vibrated structures with non-linear concentrated spring having hysteresis”, Mechanical Systems and Signal Processing, Vol.20, pp.1905-1922, 2006.
[3] C. D. Johnson and D. A. Kienholz, “Finite element prediction of damping structures with constrained viscoelastic layers”, AIAA Journal, Vol.20,No.9, pp.1284-1290,1982.
[4] B. A. Ma and J. F. He, “A finite element analysis of viscoelastically damped sandwich plates”, Journal of Sound and VibrationVol.152,No.1, pp.107-123.
[5] O. C. Zienkiewicz and Y. K. Cheung,The finite element method in structural and continuum mechanics, MacGraw-Hill, 1967.
[6] T. Yamaguchiand K. Nagai, “Chaotic vibration of a cylindrical shell-panel with an in-plane elastic support at boundary”, Nonlinear Dynamics, Vol.13, pp.259-277, 1997.
[7] T. Yamaguchi, Y. Kurosawa and H. Enomoto, “Damped vibration analysis using finite element method with approximated modal damping for automotive double walls with a porous material”, Journal of Sound and Vibration, Vol.325, pp.436-450, 2009.
[8] H. Oberst, Akustische Beihefte, Vol.4, pp.181-194,1952.