A Hybrid Damper with Tunable Particle Impact Damping and Coulomb Friction

• Published in: Machines (Basel) Vol. 11; no. 5; p. 545
• Main Authors: Akbar, Muhammad Ayaz, Wong, Wai-On, Rustighi, Emiliano
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01.05.2023
• Subjects: Analysis; Collisions (Nuclear physics); Compression springs; Coulomb friction; Damping; Degrees of freedom; Design optimization; Earthquake dampers; Energy; Energy dissipation; Excitation; Friction; friction damper; hybrid damper; nonlinear damping; Optimization; Parametric analysis; particle impact damper; Particle impact dampers; passive vibration control; Prototypes; Resonant frequencies; Restitution; Velocity; Vibration; Vibration control; Vibration isolators
• ISSN: 2075-1702; 2075-1702
• DOI: 10.3390/machines11050545

A particle impact damper (PID) dissipates the vibration energy of a structure through impacts within the damper. The PID is not commonly used in practice mainly because of its low damping-to-mass ratio and the difficulty in achieving its optimal design due to its nonlinear characteristics. In contrast, a Coulomb friction damper (FD) can offer a higher damping force-to-mass ratio than other dampers, but it is also difficult to be controlled precisely due to its nonlinear characteristics and excessive frequency sensitivity regarding the resonant frequency. This paper examines a hybrid damper by combining a particle impact damper and a Coulomb friction damper (PID + FD) theoretically and experimentally. A theoretical model of the proposed damper is developed and tested numerically on a single-degree-of-freedom (SDOF) structure. The predicted results are validated by experimental tests on a prototype of the proposed damper. The damping force provided by the FD in the prototype can be varied by adjusting the normal force applied through a compression spring, while the vibration energy dissipation by the PID can be varied by changing the cavity size of the PID. A parametric analysis of the proposed hybrid damper has been performed. The proposed hybrid damper can reduce the maximum vibration amplitude of the SDOF primary structure by 66% and 43% compared with using the FD and PID only. The proposed damper is found to be effective over a wide range of excitation frequencies. Furthermore, the proposed hybrid damper achieves a similar vibration suppression performance to the traditional tuned mass damper (TMD) of a similar mass ratio. The proposed damper does not require an optimally tuned natural frequency and damping, unlike the TMD, and therefore it does not have the detuning problem associated with the TMD. In addition, the performance of the proposed damper is tested and compared with the TMD for random earthquake excitation data. Consequently, the proposed hybrid damper may be a simpler and better alternative to the TMD in passive vibration control applications.