Passive vibration control using a linear particle chain impact damper

Author(s):  
Mohamed Gharib ◽  
Saud Ghani
Author(s):  
Mohamed Gharib ◽  
Mansour Karkoub ◽  
Muhammad Tahir Bin Yousaf ◽  
Mohammad AlGammal

A Linear Particle Chain (LPC) impact damper is a newly developed passive vibration control device. It is an extension for the commonly used conventional (single unit) impact damper. In this paper, experimental investigations are conducted to examine the efficacy of the LPC impact damper in attenuating the free vibrations of single degree of freedom structures. The experiments’ outcomes clearly indicate the significant effect of the LPC impact damper in suppressing the structure vibration compared to the conventional impact dampers.


Author(s):  
Adailton Gomes Pereira ◽  
Maria Carolina Barcellos de Oliveira ◽  
Sidney Bruce Shiki ◽  
Armando Ítalo Sette Antonialli

2013 ◽  
Author(s):  
Stephen Leslie Williams ◽  
Keith R Ptak ◽  
Dr. Guillermo Hahn ◽  
Craig Masson ◽  
Prof. Andre Mazzoleni ◽  
...  

1989 ◽  
Vol 111 (2) ◽  
pp. 130-133 ◽  
Author(s):  
K. R. Asfar

A passive vibration control system for the quenching of undesirable self-excited vibrations in mechanical systems is presented. The system is a Lanchester damper, attached to the main self-excited system; a van der Pol oscillator. A first-order perturbation solution shows that complete quenching of self-excited vibration is possible. The result is verified by numerical integration of the governing differential equations. Furthermore, the damper is shown to be effective in suppressing forced self-excited vibrations.


2017 ◽  
Vol 199 ◽  
pp. 1743-1748 ◽  
Author(s):  
Sergio Pastor Ontiveros-Pérez ◽  
Letícia Fleck Fadel Miguel ◽  
Leandro Fleck Fadel Miguel

Author(s):  
H. S. Tzou ◽  
G. C. Wan

Abstract Due to an increased flexibility of modern mechanical and structural systems, effective vibration control becomes essential to their high-precision operations. In this paper, dynamics and vibration control of a rotating multi-link are studied. Passive vibration control of the link with distributed viscoelastic layers is studied. Effectiveness of the distributed viscoelastic dampers with various stiffness and damping properties is investigated.


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