Design of three-element dynamic vibration absorber for damped linear structures

Abstract The standard type of dynamic vibration absorber (DVA) called the Voigt DVA is a classical model and has long been investigated. In the paper, we will consider an optimization problem of another model of DVA that is called three-element type DVA for damped primary structures. Unlike the standard absorber configuration, the three-element DVA contains two spring elements in which one is connected to a dashpot in series and the other is placed in parallel. There have been some studies on the design of the three-element DVA for undamped primary structures. Those studies have shown that the three-element DVA produces better performance than the Voigt DVA does. When damping is present at the primary system, to the best knowledge of the authors, there has been no study on the three-element dynamic vibration absorber. This work presents a simple approach to determine the approximate analytical solutions for the H ∞ optimization of the three-element DVA attached to the damped primary structure. The main idea of the study is based on the criteria of the equivalent linearization method in order to replace approximately the original damped structure by an equivalent undamped one. Then the approximate analytical solution of the DVA's parameters is given by using known results for the undamped structure obtained. The comparisons have been done to verify the effectiveness of the obtained results.

[1]  Yozo Fujino,et al.  Design formulas for tuned mass dampers based on a perturbation technique , 1993 .

[2]  Tarunraj Singh,et al.  Minimax design of vibration absorbers for linear damped systems , 2011 .

[3]  G. B. Warburton,et al.  Optimum absorber parameters for various combinations of response and excitation parameters , 1982 .

[4]  Toshihiko Asami,et al.  Analytical and Experimental Evaluation of an Air Damped Dynamic Vibration Absorber: Design Optimizations of the Three-Element Type Model , 1999 .

[5]  N. D. Anh,et al.  Extension of equivalent linearization method to design of TMD for linear damped systems , 2012 .

[6]  A dual criterion of equivalent linearization method for nonlinear systems subjected to random excitation , 2012 .

[7]  S. E. Randall,et al.  Optimum Vibration Absorbers for Linear Damped Systems , 1981 .

[8]  Hideya Yamaguchi,et al.  Damping of transient vibration by a dynamic absorber. , 1988 .

[9]  Toshihiko Asami,et al.  Closed-Form Solutions to the Exact Optimizations of Dynamic Vibration Absorbers (Minimizations of the Maximum Amplitude Magnification Factors) , 2002 .

[10]  Thomas K. Caughey,et al.  Random Excitation of a System With Bilinear Hysteresis , 1960 .

[11]  Biswajit Basu,et al.  A closed‐form optimal tuning criterion for TMD in damped structures , 2007 .

[12]  A. Baz,et al.  Analytical Solutions to H∞ and H2 Optimization of Dynamic Vibration Absorbers Attached to Damped Linear Systems , 2002 .

[13]  W. D. Mark,et al.  Random Vibration in Mechanical Systems , 1963 .

[14]  Omer F. Tigli Optimum vibration absorber (tuned mass damper) design for linear damped systems subjected to random loads , 2012 .

[15]  Ettore Pennestrì AN APPLICATION OF CHEBYSHEV'S MIN–MAX CRITERION TO THE OPTIMAL DESIGN OF A DAMPED DYNAMIC VIBRATION ABSORBER , 1998 .

[16]  Toshihiko Asami,et al.  Optimum Design of Dynamic Absorbers for a System Subjected to Random Excitation , 1991 .

[17]  J. Ormondroyd Theory of the Dynamic Vibration Absorber , 1928 .

[18]  Duality in the analysis of responses to nonlinear systems , 2010 .

[19]  T. Asami,et al.  H2 Optimization of the Three-Element Type Dynamic Vibration Absorbers , 2002 .

[20]  Toshihiko Asami Design optimization of the three-element type dynamic vibration absorbers based on the stability maximization , 2002 .

[21]  A. G. Thompson,et al.  Optimum tuning and damping of a dynamic vibration absorber applied to a force excited and damped primary system , 1981 .

[22]  Toshihiro Ioi,et al.  On the Dynamic Vibration Damped Absorber of the Vibration System , 1977 .