Studies of the performance of particle dampers attached to a two-degrees-of-freedom system under random excitation

This paper presents an investigation of the performance of particle dampers attached to a two-degrees-of-freedom system, using the discrete-element method. Correlation functions, the amount of dissipated energy due to impact and friction, and the concept of ‘‘effective momentum exchange’’ are shown to be suitable ways of interpreting the physics involved in the behavior of particle dampers. Using three different types of excitation, the optimum operating regions are determined, within which particles move in a plug flow pattern and correlation functions decay fast, while the dissipated energy and the effective momentum exchange are large compared with inefficient operating conditions. The paper also evaluates the effects of many system parameters (such as the mass ratio, coefficient of restitution, excitation levels, damping ratio of the primary system, container dimensions and shape, number of particles, and the coefficient of friction), using high-fidelity simulations. It is shown that: increasing the mass ratio can improve the damper’s effectiveness, but only up to a certain level; applying particles with a high value of the coefficient of restitution can result in a broader range of acceptable response levels; friction has a complex influence on particle dampers in a generally detrimental form; a lightly-damped primary system can achieve a considerable reduction in its response with a small weight penalty; and that a cylindrical-shaped container provides a higher level of effectiveness than a rectangular-shaped one. Finally, the behavior of the particle damper is compared to a multi-unit impact damper to enhance the understanding of the two passive control devices, and it is shown that a particle damper is more robust when considering arbitrary levels of excitation in different directions.

[1]  Masato Saeki,et al.  Analytical study of multi-particle damping , 2005 .

[2]  Sami F. Masri,et al.  RESPONSE OF IMPACT DAMPERS WITH GRANULAR MATERIALS UNDER RANDOM EXCITATION , 1996 .

[3]  Shulin Wang,et al.  Energy Dissipation in Normal Elastoplastic Impact Between Two Spheres , 2009 .

[4]  N. Popplewell,et al.  Performance of the bean bag impact damper for a sinusoidal external force , 1989 .

[5]  Leon M Keer,et al.  Particle dynamics simulations of a piston-based particle damper , 2009 .

[6]  Sami F. Masri,et al.  An Experimental Investigation of Particle Dampers Under Harmonic Excitation , 1998 .

[7]  Sami F. Masri,et al.  Performance of Particle Dampers Under Random Excitation , 1996 .

[8]  Gary H. Koopmann,et al.  Development of a design curve for particle impact dampers , 2004, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[9]  Vikram K. Kinra,et al.  PARTICLE IMPACT DAMPING , 1999 .

[10]  S. F. Masri EFFECTIVENESS OF TWO‐PARTICLE IMPACT DAMPERS , 1967 .

[11]  Wei-Hsin Liao,et al.  Modeling of Granular Particle Damping Using Multiphase Flow Theory of Gas-Particle , 2004 .

[12]  Jem A. Rongong,et al.  Energy dissipation prediction of particle dampers , 2009 .

[13]  Steven E. Olson,et al.  Effectiveness and predictability of particle damping , 2000, Smart Structures.

[14]  Sami F. Masri,et al.  On the stability of the impact damper. , 1966 .

[15]  P. Cundall,et al.  A discrete numerical model for granular assemblies , 1979 .

[16]  Kuanmin Mao,et al.  DEM simulation of particle damping , 2004 .

[17]  Tov Elperin,et al.  Comparison of different models for tangential forces using the particle dynamics method , 1997 .

[18]  Reza D. Nayeri,et al.  Studies of the Performance of Multi-Unit Impact Dampers Under Stochastic Excitation , 2007 .

[19]  Jem A. Rongong,et al.  The dynamic characterisation of disk geometry particle dampers , 2005 .

[20]  Masato Saeki,et al.  IMPACT DAMPING WITH GRANULAR MATERIALS IN A HORIZONTALLY VIBRATING SYSTEM , 2002 .

[21]  Jiong Tang,et al.  Granular Damping in Forced Vibration: Qualitative and Quantitative Analyses , 2006 .

[22]  C. N. Bapat,et al.  Multiunit impact damper—Re-examined , 1985 .

[23]  Sami F. Masri,et al.  Parametric studies of the performance of particle dampers under harmonic excitation , 2009 .

[24]  Zhanxin Liu,et al.  A non-obstructive particle damping model of DEM , 2008 .

[25]  Sami F. Masri,et al.  General Motion of Impact Dampers , 1970 .

[26]  Wei-Hsin Liao,et al.  An Empirical Method for Particle Damping Design , 2004 .

[27]  Sami F. Masri,et al.  Steady-State Response of a Multidegree System With an Impact Damper , 1973 .

[28]  F. Maio,et al.  Comparison of contact-force models for the simulation of collisions in DEM-based granular flow codes , 2004 .

[29]  S. F. Masri,et al.  Analytical and Experimental Studies of Multiple‐Unit Impact Dampers , 1969 .

[30]  Raouf A. Ibrahim,et al.  Vibro-Impact Dynamics , 2009 .