TECHNICAL PAPERS
Sep 1, 1993

Efficiency of Vibrational Energy Dissipation by Moving Shot

Publication: Journal of Structural Engineering
Volume 119, Issue 9

Abstract

The paper presents measuring methods and measurement results of vibration damping of shot‐filled containers with some empty volume as the shot damper clearance. The energy dissipation by shot depends on two phenomena: the internal and the external (container walls) impacts of shot particles associated usually with their internal and external friction. This is the working principle of the single‐/multi‐mass impact dampers and the shot vibration damper as well. It is shown in the paper that the additional loss factor introduced by the shot moving in the properly shaped container is on the order of half of shot mass reduced to the primary system modal mass. It may be even twice more if the energy dissipation by shot friction will be fully utilized. This depends mainly on the motion condition of shot inside a container. It was shown in the paper also that loose shot or better shot tightly packed in a plastic bag or mesh can fulfill this condition. Shot dampers can work efficiently in a broad range of acceleration and frequency and need not be maintained. Due to this it may be very convenient to apply them to structural vibration problems.

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References

1.
Araki, J., et al. (1986). “Impact damper with granular material, 4th report.” Bulletin ISME, Japan Society of Mech. Engrg., 29(258), 4334–4338.
2.
Cempel, C. (1992). “The efficiency of vibration absorbers and dampers—an outline study.” Machine Dynamics Problems No 1.
3.
Cempel, C. (1974). Internationale Konferenz ber Nichtlineare Schwingungen, Band II‐1, The multi‐unit impact vibration neutralizer‐MUVIN, 152–163.
4.
Cempel, C., and Natke, H. G. (1989). Shot Vibration damper—an equivalent energy approach. Wissenschaftliche Abhandlungen der Braunschw. Wissenschaftl. Gesellschaft 1989, Band XLI pp. 87–100.
5.
Natke, H. G., and Gerasch, W. J. (1984). “Vibration reduction of two contructions by absorbers.” Internal. Symp. Vibration Protection in Structure, Leningrad.
6.
Olachowski, K. (1988). “Boring bar vibration attenuation by shot damper,” MS Thesis, Poznan University of Technology, Poznan, Poland.
7.
Popplewell, N. et al. (1983). “Quick and effective vibroimpact attenuation of boring bar vibration.” 11th Congress on Acoustics, Paris, France.
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Razzaq, Z., and Maykins, D. W. (1987). “Experimental and theoretical investigations of possible damping concept for member forced and free vibration.” Progress Report, Old Dominion University.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 119Issue 9September 1993
Pages: 2642 - 2652

History

Received: Feb 20, 1991
Published online: Sep 1, 1993
Published in print: Sep 1993

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Authors

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C. Cempel
Prof., Poznan Univ. of Tech., ul. Piotrowo 3, 60‐965 Poznan, Poland
G. Lotz
Res. Assoc., Curt‐Risch‐Institut, Universität Hannover, Appelstr. 9A, D‐3000 Hannover 1, Germany

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