The Effectiveness of the Impact Damper with a Spring-Supported Auxiliary Mass

Abstract

This paper examines the effect of a spring-supported impact mass on the performance of an impact damper. This technique was developed after it was found that gravity detracts from the performance of a normal impact damper. The springs are used to support the impact mass at the mid point of its stroke so that the effect of gravity is negated. The analysis presented in this paper is based on the assumption that the motion of the impact mass is stable and that there are two impacts in each cycle. The assumption that the impacts are equi-spaced is not made, and it is shown that such behaviour occurs very rarely in the resonant region. Theoretical predictions are verified experimentally, and the analysis is then used to develop design charts for the impact damper at various damping ratios, mass ratios and gap ratios. It is shown that the spring is detrimental to the performance of the damper if gravity is not present, but that the performance under gravity is improved to that of the device without gravity. It is shown that very light supporting springs make the accuracy required in centring the impact mass too high, so that the performance in practice increases with spring stiffness. The performance of the device at natural frequency ratios greater than 0.5 is not studied.

Mass Dampers with Limited Amplitude

“…However, these work generally focus on tuning aspects and on the mathematics of control theory. Other works present theory on impact dampers / pounding dampers [16,17,18,19,20,21], particle dampers [22,23]. For a more detailed discussion of impact dynamics and stability of periodic solutions, see e.g.…”

Momentum exchange impact damper design methodology for object-wall-collision problems

“…Fundamental researches of shock response analyses discussed the impact on a bar (Oda and Hukatsu, 1979), for example. A vibration reduction method using additional masses, which are called impact dampers, was studied by Thomas and Sadek (1974), in which a free mass can vibrate within end stops that are fixed to a vibrating system. Typical parameters of the impact dampers are the mass ratio, coefficient of restitution and gap size of the free mass (Bapat and Sanker, 1985a; Duncan et al., 2005; Cheng and Xu, 2006).…”