Mitigating the effect of impact loading on a vehicle using an essentially nonlinear absorber

The aim of this study is to investigate the ability of an essentially nonlinear vibration absorber to mitigate the large accelerations transmitted to a passenger compartment of a vehicle which is subjected to shock-type transient loading at the chassis. For such problems, the induced vibration typically attains its maximum value shortly after the application of the loading; thus, it may be impossible to dissipate a major portion of the input energy prior to the occurrence of the peak response. Here, a class of absorbers possessing a form of discontinuous essential stiffness nonlinearity is employed to achieve the desired mitigation. In this paper, we apply a single vibro-impact (VI) absorber to the chassis and examine whether the resulting energy transfer mechanism is an effective way to reduce the peak value of the inertial force measured at the passenger compartment. The influence of the absorber parameters is first studied based on a practical impulsive force, and the optimal design of the absorber is then obtained. Next, an asymmetric clearance arrangement of the absorber is suggested to facilitate the mitigation. Finally, an impulsive acceleration excitation is applied to the system to examine the robustness and efficacy of the optimised absorber. Results of numerical simulations demonstrate that a properly designed VI absorber can significantly decrease the maximum inertial force at the passenger compartment, generated by external impulsive excitations.

[1]  Jian-Qiao Sun,et al.  Passive, Adaptive and Active Tuned Vibration Absorbers—A Survey , 1995 .

[2]  D. V. Iourtchenko,et al.  Random Vibrations with Impacts: A Review , 2004 .

[3]  Jian-Qiao Sun,et al.  Passive, Adaptive and Active Tuned Vibration Absorbers—A Survey , 1995 .

[4]  Alexander F. Vakakis,et al.  Shock Isolation through Passive Energy Pumping Caused by nonsmooth nonlinearities , 2005, Int. J. Bifurc. Chaos.

[5]  D. M. McFarland,et al.  Application of broadband nonlinear targeted energy transfers for seismic mitigation of a shear frame: Computational results , 2008 .

[6]  Alexander F. Vakakis,et al.  Shock Isolation Through the Use of Nonlinear Energy Sinks , 2003 .

[7]  S. E. Semercigil,et al.  A new tuned vibration absorber for wide-band excitations , 1992 .

[8]  Barbara Blazejczyk-Okolewska Analysis of an impact damper of vibrations , 2001 .

[9]  Antony Darby,et al.  An experimental investigation into the use of a buffered impact damper , 2006 .

[10]  C. N. Bapat,et al.  Single unit impact damper in free and forced vibration , 1985 .

[11]  Sami F. Masri,et al.  Response of the impact damper to stationary random excitation , 1973 .

[12]  A. K. Mallik,et al.  ON IMPACT DAMPERS FOR NON-LINEAR VIBRATING SYSTEMS , 1995 .

[13]  Alexander F. Vakakis,et al.  Numerical and Experimental Study of Nonlinear Localization in a Flexible Structure with Vibro‐Impacts , 1997 .

[14]  F. Peterka,et al.  Some Aspects of the Dynamical Behavior of the Impact Damper , 2005 .

[15]  Reza D. Nayeri,et al.  Studies of the Performance of Multi-Unit Impact Dampers Under Stochastic Excitation , 2007 .

[16]  Alexander F. Vakakis,et al.  Vibro-impact attachments as shock absorbers , 2008 .