Abstract

In order to further extend the effective isolation range of the quasi-zero stiffness (QZS) platform, the vibration isolation performance of the chaotic interval is improved. For a class of self-design quasi-zero-stiffness (QZS) vibration isolation platform, starting with chaotic motion of the non-linear vibration isolation system, the jumping interval is eliminated by means of transient chaos phenomena. The control method of damping increase is proposed in combination with the application of the Von der Pol Plane, which can make the jumping-down frequency to be decreased below the external excitation frequency, thus the effective isolation range of vibration isolation platform can be extended, and a lower isolation frequency can be obtained. Research shows that, when the solution of the motion equation of the platform system falls to resonant branch led by certain initial conditions, the resonant amplitude response will jump to the non-resonant branch by transient damping increase control method, which the removal time is determined by the Von der Pol Plane, hence making the platform system obtain the ideal vibration isolation performance. The research results have a significant importance for improving the low frequency and ultra-low frequency vibration isolation effect of such platforms, which lays a foundation for the popularization and engineering application, and can also provide a reference for control of other nonlinear vibration system.

Highlights

  • The existing researches have proved that the parallel mechanism has the advantages of compact structure, good rigidity and strong load bearing capacity, and it can be applied to multi-dimensional vibration isolation field [1, 2]

  • Starting from the chaotic motion of the nonlinear vibration isolation system, this paper proposes a damping increase control method to improve the vibration isolation performance of the vibration isolation platform in the chaotic interval

  • For a non-linear vibration isolation system, only when the excitation frequency is higher than its jumping-down frequency, the system can exhibit good low-frequency vibration isolation ability

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Summary

Introduction

The existing researches have proved that the parallel mechanism has the advantages of compact structure, good rigidity and strong load bearing capacity, and it can be applied to multi-dimensional vibration isolation field [1, 2]. None of those references solve the vibration isolation problem of quasi-zero stiffness platform in the chaotic region. The research results show that the control method of damping increase can further extend the effective isolation range of the platform, a lower isolation frequency can be obtained, to improve the low-frequency vibration isolation effect of the platform

Physical model of platform
Static equation of platform
Dynamic equation of platform
Amplitude-frequency characteristic of platform
Jumping-down frequency
Jumping-up frequency
Influence of system damping control on jumping interval
Application of Von der Pol plane
Response of system in control of damping increase
Effect evaluation of control of damping increase
Conclusions
Full Text
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