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.
Skip Nav Destination
e-mail: sxr300@psu.edu
Article navigation
April 2008
Research Papers
Dynamics and Performance of a Harmonically Excited Vertical Impact Damper
Sanjiv Ramachandran,
Sanjiv Ramachandran
Department of Meteorology,
e-mail: sxr300@psu.edu
Pennsylvania State University
, 627 Walker Building,State College, PA 16801
Search for other works by this author on:
George Lesieutre
George Lesieutre
Department of Aerospace Engineering,
Pennsylvania State University, State College, PA 16801
Search for other works by this author on:
Sanjiv Ramachandran
Department of Meteorology,
Pennsylvania State University
, 627 Walker Building,State College, PA 16801e-mail: sxr300@psu.edu
George Lesieutre
Department of Aerospace Engineering,
Pennsylvania State University, State College, PA 16801
J. Vib. Acoust. Apr 2008, 130(2): 021008 (11 pages)
Published Online: February 6, 2008
Article history
Received:
May 22, 2005
Revised:
July 7, 2007
Published:
February 6, 2008
Citation
Ramachandran, S., and Lesieutre, G. (February 6, 2008). "Dynamics and Performance of a Harmonically Excited Vertical Impact Damper." ASME. J. Vib. Acoust. April 2008; 130(2): 021008. https://doi.org/10.1115/1.2827364
Download citation file:
Get Email Alerts
Related Articles
A Comparative Study and Analysis of Semi-Active Vibration-Control Systems
J. Vib. Acoust (October,2002)
Granular Damping in Forced Vibration: Qualitative and Quantitative Analyses
J. Vib. Acoust (August,2006)
On Vibration Suppression and Energy Dissipation Using Tuned Mass Particle Damper
J. Vib. Acoust (February,2017)
Quarter-Cycle Switching Control for Switch-Shunted Dampers
J. Vib. Acoust (April,2004)
Related Chapters
Engineering Design about Electro-Hydraulic Intelligent Control System of Multi Axle Vehicle Suspension
International Conference on Instrumentation, Measurement, Circuits and Systems (ICIMCS 2011)
Fundamentals of Structural Dynamics
Flow Induced Vibration of Power and Process Plant Components: A Practical Workbook
Intelligent Vibration Control of Structures against Earthquakes Using Hybrid Damper
International Conference on Mechanical and Electrical Technology 2009 (ICMET 2009)