Variable stiffness and damping suspension system for train

Shuaishuai Sun; Huaxia Deng; Weihua Li

doi:10.1117/12.2045023

Translator Disclaimer

9 March 2014 Variable stiffness and damping suspension system for train

Shuaishuai Sun, Huaxia Deng, Weihua Li

Author Affiliations +

Proceedings Volume 9057, Active and Passive Smart Structures and Integrated Systems 2014; 90570P (2014) https://doi.org/10.1117/12.2045023
Event: SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, 2014, San Diego, California, United States

Abstract

As the vibration of high speed train becomes fierce when the train runs at high speed, it is crucial to develop a novel suspension system to negotiate train’s vibration. This paper presents a novel suspension based on Magnetorheological fluid (MRF) damper and MRF based smart air spring. The MRF damper is used to generate variable damping while the smart air spring is used to generate field-dependent stiffness. In this paper, the two kind smart devices, MRF dampers and smart air spring, are developed firstly. Then the dynamic performances of these two devices are tested by MTS. Based on the testing results, the two devices are equipped to a high speed train which is built in ADAMS. The skyhook control algorithm is employed to control the novel suspension. In order to compare the vibration suppression capability of the novel suspension with other kind suspensions, three other different suspension systems are also considered and simulated in this paper. The other three kind suspensions are variable damping with fixed stiffness suspension, variable stiffness with fixed damping suspension and passive suspension. The simulation results indicate that the variable damping and stiffness suspension suppresses the vibration of high speed train better than the other three suspension systems.

Citation Download Citation

Shuaishuai Sun, Huaxia Deng, and Weihua Li "Variable stiffness and damping suspension system for train", Proc. SPIE 9057, Active and Passive Smart Structures and Integrated Systems 2014, 90570P (9 March 2014); https://doi.org/10.1117/12.2045023

ACCESS THE FULL ARTICLE