Author:
Lelkes János,Bak Bendegúz Dezső,Kalmár-Nagy Tamás
Abstract
AbstractFunctionally graded materials have broad engineering applications including mechanical engineering, electronics, chemistry, and biomedical engineering. One notable advantage of such materials is that their stiffness distribution can be optimized to avoid stress concentration. A novel approach for solving the equations describing the longitudinal vibration of functionally graded rods with viscous and elastic boundary conditions is proposed. The characteristic equation of the system is derived for the solution of the undamped case for the constant stiffness rod. Then, a homotopy method is applied to compute the eigenvalues and mode shapes of graded rods for viscoelastic boundary conditions. The changes of the eigenvalues and mode shapes as function of the damping parameters are investigated. The optimal damping of the system is computed. It is shown that the qualitative behavior depends on the relation between the actual damping and the optimal damping of the system. The energy density distribution of graded rods is also discussed. An energy measure, the mean scaled energy density distribution is introduced to characterize the energy distribution along the rod in the asymptotic time limit. The significance of such a measure is that it reveals how the energy tends to distribute along the rod. It is shown that the energy distribution can be manipulated by changing the damping parameters. Qualitative changes depending on the relation between the actual damping and the optimal damping are highlighted.
Funder
Nemzeti Kutatási, Fejlesztési és Innovaciós Alap
Budapest University of Technology and Economics
Publisher
Springer Science and Business Media LLC
Reference56 articles.
1. McNamara, R. J. Tuned mass dampers for buildings. J. Struct. Div. 103(9), 1785–1798 (1977).
2. Vakakis, A. F. et al. Nonlinear Targeted Energy Transfer in Mechanical and Structural Systems (Springer, Netherlands, 2009).
3. Wierschem, N. E. et al. Response attenuation in a large-scale structure subjected to blast excitation utilizing a system of essentially nonlinear vibration absorbers. J. Sound Vib. 389, 52–72 (2017).
4. Frahm, H. Device for damping vibrations of bodies (1911) US Patent 989,958
5. Nakić, I. Optimal damping of vibrational systems. PhD thesis, Fernuniversitat, Hagen, (2002).