Journal
NONLINEAR DYNAMICS
Volume 93, Issue 4, Pages 2339-2356Publisher
SPRINGER
DOI: 10.1007/s11071-018-4328-5
Keywords
Geometric nonlinear damping; High-static-low-dynamic stiffness; Harmonic balance method; Base and force excitations; Vibration isolation
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Funding
- National Natural Science Foundation of China Academy of Engineering Physics
- NSAF joint fund [U1630120]
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To enhance the low-frequency vibration isolation performance of the high-static-low-dynamic stiffness (HSLDS) isolator, a novel design of the geometric nonlinear damping (GND) comprising semi-active electromagnetic shunt damping is proposed. The GND is dependent on the vibration displacement and velocity, which can make the HSLDS isolator attain different damping characteristics in different frequency bands. Firstly, the configuration of the HSLDS isolator assembled with GND is presented, and then the restoring force, stiffness, and damping are derived. The dynamics of the mount under both base and force excitations are investigated based on the harmonic balance method, which are then verified by numerical simulations. After that, the effects of GND on the displacement and force transmissibility are studied, and the excellent performance caused by GND is analyzed based on the equivalent viscous damping mechanism. Finally, the comparison between the GND and cubic nonlinear damping is performed. The results demonstrate that the HSLDS isolator assembled with GND can realize the requirements of an isolation system under both base and force excitations of broadband vibration isolation performance and a low resonance peak with the high-frequency attenuation unaffected. Moreover, the GND outperforms the linear damping no matter the base excitation or force excitation is applied. For base excitation, the GND exhibits some desirable properties that the cubic nonlinear damping does not have at high frequencies.
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