Particle impact dampers (PIDs) have been shown to be effective in vibration damping. However, our understanding of such dampers is still limited, based on the theoretical models existing today. Predicting the performance of the PID is an important problem, which needs to be investigated more thoroughly. This research seeks to understand the dynamics of a PID as well as those parameters which govern its behavior. The system investigated is a particle impact damper with a ceiling, under the influence of gravity. The base is harmonically excited in the vertical direction. A two-dimensional discrete map is obtained, wherein the variables at one impact uniquely dictate the variables at the next impact. This map is solved using a numerical continuation procedure. Periodic impact motions and “irregular” motions are observed. The effects of various parameters such as the gap clearance, coefficient of restitution, and the base acceleration are analyzed. The dependence of the effective damping loss factor on these parameters is also studied. The loss factor results indicate peak damping for certain combinations of parameters. These combinations of parameters correspond to a region in parameter space where two-impacts-per-cycle motions are observed over a wide range of nondimensional base accelerations. The value of the nondimensional acceleration at which the onset of two-impacts-per-cycle solutions occurs depends on the nondimensional gap clearance and the coefficient of restitution. The range of nondimensional gap clearances over which two-impacts-per-cycle solutions are observed increases as the coefficient of restitution increases. In the regime of two-impacts-per-cycle solutions, the value of nondimensional base acceleration corresponding to onset of these solutions initially decreases and then increases with increasing nondimensional gap clearance. As the two-impacts-per-cycle solutions are associated with high loss factors that are relatively insensitive to changing conditions, they are of great interest to the designer.

1.
Panossian
,
H. V.
, 1992, “
Structural Damping Enhancement via Non-Obstructive Particle Impact Dmaping Technique
,”
ASME J. Vibr. Acoust.
0739-3717,
114
, pp.
101
105
.
2.
Shaw
,
S. W.
, and
Holmes
,
P. J.
, 1983, “
A Periodically Forced Piecewise Linear Oscillator
,”
J. Sound Vib.
0022-460X,
90
(
1
), pp.
129
155
.
3.
Bapat
,
C. N.
, and
Popplewell
,
N.
, 1983, “
Stable Periodic Motions of an Impact Pair
,”
J. Sound Vib.
0022-460X,
87
(
1
), pp.
19
40
.
4.
Chatterjee
,
S.
,
Mallik
,
A. K.
, and
Ghosh
,
A.
, 1996, “
Impact Dampers for Controlling Self-Excited Oscillation
,”
J. Sound Vib.
0022-460X,
193
(
5
), pp.
1003
1014
.
5.
Chatterjee
,
S.
, and
Mallik
,
A. K.
, 1996, “
Bifurcations and Chaos in Autonomous Self-Excited Oscillators With Impact Damping
,”
J. Sound Vib.
0022-460X,
191
(
4
), pp.
539
562
.
6.
Tufillaro
,
N.
,
Abbott
,
T. A.
, and
Reilly
,
J. P.
, 1992,
Experimental Approach to Nonlinear Dynamics and Chaos
,
Addison-Wesley
,
Bryn Mawr, PA
.
7.
Holmes
,
P. J.
, 1982, “
The Dynamics of Repeated Impacts With a Sinusoidally Vibrating Table
,”
J. Sound Vib.
0022-460X,
84
(
2
), pp.
173
189
.
8.
Luo
,
A. C. J.
, and
Han
,
R. P. S.
, 1996, “
The Dynamics of a Bouncing Ball With a Sinusoidally Vibrating Table Revisited
,”
Nonlinear Dyn.
0924-090X,
10
, pp.
1
18
.
9.
Mehta
,
A.
, and
Luck
,
J. M.
, 1990, “
Novel Temporal Behavior of a Nonlinear Dynamical System—The Completely Inelastic Bouncing Ball
,”
Phys. Rev. Lett.
0031-9007,
65
, pp.
393
396
.
10.
Luck
,
J. M.
, and
Mehta
,
A.
, 1993, “
Bouncing Ball With a Finite Restitution: Chattering, Locking and Chaos
,”
Phys. Rev. E
1063-651X,
48
, pp.
3988
3997
.
11.
Tufillaro
,
N.
, 1994, “
Comment on Bouncing ball With Finite Restitution: Chattering, Locking and Chaos
,” unpublished.
12.
Masri
,
S. F.
, 1965, “
Analytical and Experimental Study of Impact Dampers
,” Ph.D thesis, California Institute of Technology, Pasadena, CA.
13.
Toulemonde
,
C.
, and
Gontier
,
C.
, 1998, “
Sticking Motions of Impact Oscillators
,”
Eur. J. Mech. A/Solids
0997-7538,
2
, pp.
339
366
.
14.
Olson
,
S. E.
,
Drake
,
M. L.
,
Flint
,
E. M.
, and
Fowler
,
B. L.
, 1999, “
Development of Analytical Methods for Particle Damping
,” CSA Engineering, Inc., Palo Alto, CA.
15.
Fowler
,
B. L.
,
Flint
,
E. M.
, and
Olson
,
S. E.
, 2000, “
Effectiveness and Predictability of Particle Damping
,” CSA Engineering, Inc., Palo Alto, CA.
16.
Xu
,
Z. W.
,
Wang
,
M. Y.
, and
Chen
,
T.
, 2003, “
Particle Damping for Passive Vibration Suppression: Numerical Modeling and Experimental Investigation
,”
Proceedings of the ASME Design Engineering Technical Conference
, Vol.
5
(
C
), pp.
1907
1915
.
17.
Mao
,
K.
,
Wang
,
M. Y.
,
Xu
,
Z. W.
, and
Chen
,
T.
, 2004, “
Simulation and Characterization of Particle Damping In Transient Vibrations
,”
ASME J. Vibr. Acoust.
0739-3717,
126
(
2
), pp.
202
211
.
18.
Xu
,
Z. W.
,
Wang
,
M. Y.
, and
Chen
,
T.
, 2004, “
An Experimental Study of Particle Damping for Beams and Plates
,”
ASME J. Vibr. Acoust.
0739-3717,
126
(
1
), pp.
141
148
.
19.
Saeki
,
M.
, 2002, “
Impact Damping With Granular Materials in a Horizontally Vibrating System
,”
J. Sound Vib.
0022-460X,
251
(
1
), pp.
153
161
.
20.
Saeki
,
M.
, 2001, “
Impact Damping With Granular Materials
,”
ASME, aerospace division (publication)
,
64
, pp.
381
386
.
21.
Wu
,
C. J.
,
Liao
,
W. H.
, and
Wang
,
M. Y.
, 2004, “
Modeling of Granular Particle Damping Using Multiphase Flow Theory of Gas-Particle
,”
ASME J. Vibr. Acoust.
0739-3717,
126
(
2
), pp.
196
201
.
22.
Friend
,
R. D.
, and
Kinra
,
V. K.
, 1999, “
Measurement and Analysis of Particle Impact Damping
,”
Proceedings of SPIE Conference on Smart Structures and Materials
, Vol.
3672
, pp.
20
31
.
23.
Friend
,
R. D.
, and
Kinra
,
V. K.
, 2000, “
Particle Impact Damping
,”
J. Sound Vib.
0022-460X,
233
(
1
), pp.
93
118
.
24.
Yang
,
M.
, 2003, “
Attenuation of High Amplitude Vibrations With Particle Dampers
,” Ph.D thesis, Pennsylvnaia State University, University Park.
25.
Ramachandran
,
S.
, 2004, “
Dynamics of a Harmonically Excited Vertical Impact Damper
,” Masters dissertation, Pennsylvania State University, University Park.
You do not currently have access to this content.