Design of an adaptive–passive dynamic vibration absorber composed of a string–mass system equipped with negative stiffness tension adjusting mechanism

Abstract In this study, a new adaptive–passive dynamic vibration absorber design is discussed. The proposed design is composed of a string under variable tension with a central mass attachment as an undamped dynamic vibration absorber (DVA), a negative stiffness mechanism as a string tension adjustment aid and a tuning controller to make it adaptive. The dependency of the natural frequencies of this system on the string tension is determined analytically and verified using the finite element method. It is analytically shown that with the help of a negative stiffness element, the tuning force requirement is almost zero throughout the whole operation range. A string tension adjustment algorithm is proposed, which tunes the DVA system depending on the magnitude and frequency of the most dominant component of the vibration signal. Finally, a prototype of the system is built and a series of experiments are conducted on the prototype that validate the analytical and numerical calculations.

[1]  Felix Weber,et al.  Frequency and damping adaptation of a TMD with controlled MR damper , 2012 .

[2]  Dimitris C. Lagoudas,et al.  Numerical Investigation of an Adaptive Vibration Absorber Using Shape Memory Alloys , 2011 .

[3]  R. G. Jacquot SUPPRESSION OF RANDOM VIBRATION IN PLATES USING VIBRATION ABSORBERS , 2001 .

[4]  Michael J. Brennan,et al.  Dynamic analysis and optimal design of a passive and an active piezo-electrical dynamic vibration absorber , 2011 .

[5]  Nesbitt W. Hagood,et al.  Damping of structural vibrations with piezoelectric materials and passive electrical networks , 1991 .

[6]  B. G. Korenev,et al.  Dynamic Vibration Absorbers: Theory and Technical Applications , 1993 .

[7]  Huaxia Deng,et al.  Development of an adaptive tuned vibration absorber with magnetorheological elastomer , 2006 .

[8]  Michael J. Brennan,et al.  Static analysis of a passive vibration isolator with quasi-zero-stiffness characteristic , 2007 .

[9]  Robert J. Bernhard,et al.  ADAPTIVE PASSIVE VIBRATION CONTROL , 1996 .

[10]  M. Franchek,et al.  Adaptive-passive vibration control of single frequency excitations applied to noise control , 1994 .

[11]  Jian-Qiao Sun,et al.  Passive, Adaptive and Active Tuned Vibration Absorbers—A Survey , 1995 .

[12]  M. S. Evans,et al.  Dynamic modeling of compliant constant-force compression mechanisms , 2003 .

[13]  Chih-Chen Chang,et al.  Mass dampers and their optimal designs for building vibration control , 1999 .

[14]  J. Lang,et al.  A curved-beam bistable mechanism , 2004, Journal of Microelectromechanical Systems.

[15]  A. Ertas,et al.  Pendulum as Vibration Absorber for Flexible Structures: Experiments and Theory , 1996 .

[16]  J. Yau Train-Induced Vibration Control of Simple Beams Using String-Type Tuned Mass Dampers , 2007 .

[17]  R. H. Nathan A Constant Force Generation Mechanism , 1985 .

[18]  Jonathan A. Wickert,et al.  Adaptive Piezoelectric Vibration Control With Synchronized Switching , 2009 .

[19]  Philip W. Loveday,et al.  Development of a Variable Stiffness and Damping Tunable Vibration Isolator , 2005 .

[20]  I. Kovacic,et al.  A study of a nonlinear vibration isolator with a quasi-zero stiffness characteristic , 2008 .

[21]  H. Du,et al.  A dynamic absorber with a soft magnetorheological elastomer for powertrain vibration suppression , 2009 .

[22]  D. G. Zimcik,et al.  Development of the Smart Spring for Active Vibration Control of Helicopter Blades , 2004 .

[23]  P. Walsh,et al.  A variable stiffness vibration absorber for minimization of transient vibrations , 1992 .

[24]  Robert J. Bernhard,et al.  ADAPTIVE-PASSIVE ABSORBERS USING SHAPE-MEMORY ALLOYS , 2002 .

[25]  D. Schröder,et al.  BANDPASS VIBRATION ABSORBER , 1998 .

[26]  B. J. Gómez,et al.  Oscillations of a string with concentrated masses , 2007 .

[27]  R. I. Wright,et al.  Vibration Absorbers: A Review of Applications in Interior Noise Control of Propeller Aircraft , 2004 .

[28]  Stephen J. Elliott,et al.  Designs for an adaptive tuned vibration absorber with variable shape stiffness element , 2005, Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences.

[29]  Carl Q. Howard,et al.  A Sliding Goertzel Algorithm for Adaptive Passive Neutralizers , 2012 .

[30]  Mehdi Setareh,et al.  Pendulum Tuned Mass Dampers for Floor Vibration Control , 2006 .

[31]  Satish Nagarajaiah,et al.  Effectiveness of Variable Stiffness Systems in Base-isolated Bridges Subjected to Near-fault Earthquakes: An Experimental and Analytical Study , 2005 .

[32]  Pekka Vähäoja,et al.  Recent Studies of Adaptive Tuned Vibration Absorbers/Neutralizers , 2009 .

[33]  Rohin Wood,et al.  Zero-stiffness magnetic springs for active vibration isolation , 2006 .

[34]  C.-M. Lee,et al.  Design of springs with “negative” stiffness to improve vehicle driver vibration isolation , 2007 .

[35]  Noboru Kikuchi,et al.  Analysis and design of passive band-stop filter-type vibration isolators for low-frequency applications , 2006 .

[36]  Brian R. Mace,et al.  A tunable magneto-rheological fluid-filled beam-like vibration absorber , 2010 .

[37]  Roderic S. Lakes,et al.  Extreme stiffness systems due to negative stiffness elements , 2004 .

[38]  Jr John E. Teter A Discussion of Zero Spring Rate Mechanisms Used for the Active Isolation Mount Experiment , 1999 .