Hostname: page-component-78c5997874-t5tsf Total loading time: 0 Render date: 2024-11-10T17:04:32.398Z Has data issue: false hasContentIssue false
  • English
  • Français

Dynamic Interaction of a Distributed Supported Guideway and a Asymmetrical Multimagnet Suspension Vehicle with Unbalanced Mass

Published online by Cambridge University Press:  05 May 2011

C.-Y. Hu ,
K.-C. Chen  and
J.-S. Chen
C.-Y. Hu*
Affiliation:
Department of Mechanical Engineering, Nan Jeon Institute of Technology, Tainan, Taiwan 73746, R.O.C.
K.-C. Chen*
Affiliation:
Department of Mechanical Engineering, Nan Jeon Institute of Technology, Tainan, Taiwan 73746, R.O.C.
J.-S. Chen*
Affiliation:
Department of Mechanical Engineering, National Chung Cheng University, Chiayi County, Taiwan 62102, R.O.C.
*
*Associate Professor, corresponding author
*Associate Professor, corresponding author
**Professor
Get access

Abstract

This study investigates the steady state dynamic interactions between a vehicle and guideway of a high-speed ground transportation system based on magnetically levitated (Maglev) vehicles. The guideway is assumed to be made up of identical simply supported beams with single spans and rigid supports. The vehicle is considered two-dimensional, with numerous degrees of freedom representing the passenger cabin and primary and secondary suspensions of the vehicle with lumped masses, linear springs and dampings. The Bernoulli-Euler beam equation is utilized to model the characteristics of a flexible guideway, and the guideway synthesis is based on a modal analysis method. The dynamic behaviors of both vehicle and guideway are then simulated to investigate how the locations of the passenger cabin mass of center and asymmetric suspension characteristics of the vehicle suspensions influence high speed vehicle-guideway interaction. Finally, simulation results are compared. Results of this study provide basic design guidelines for Maglev vehicle-guideway systems.

Keywords

Maglev vehicleGuidewayPrimary suspensionSecondary suspension.
Type
Articles
Information
Journal of Mechanics , Volume 26 , Issue 1 , March 2010 , pp. 1 - 14
Copyright
Copyright © The Society of Theoretical and Applied Mechanics, R.O.C. 2010

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

1.Sinha, P. K., Electromagnetic Suspension: Dynamics and Control, P. Peregrinus, London (1987).Google Scholar
2.Chiu, W. S.Smith, R. G. and Wormley, D. N., “Influence of Vehicle and Distributed Guideway Parameters on High Speed Vehicle-Guideway Dynamic Interactions,” Transactions of the American Society of Mechanical Engineers, Journal of Dynamic Systems, Measurement, and Control, 92, pp. 25–34 (1971).Google Scholar
3.Cai, Y., Chen, S. S., Rote, D. M. and Coffey, H. T., “Vehicle/Guideway Interaction for High Speed Vehicles on a Flexible Guideway,” Journal of Sound and Vibration, 175, pp. 625–646 (1994).CrossRefGoogle Scholar
4.Yang, Y. B., Yau, J. D. and Wu, Y. S., Vehicle-Bridge Interaction Dynamics, With Applications to High-Speed Railways, World Scientific Publishing Co. Pte. Ltd., Singapore (2004).CrossRefGoogle Scholar
5.Yang, F. and Fonder, G. A., “An Iterative Solution Method for Dynamic Response of Bridge-Vehicle Systems,” Earthquake Engineering and Structural Dynamics, 25, pp. 195–215(1996).3.0.CO;2-R>CrossRefGoogle Scholar
6.Wu, Y. S. and Yang, Y. B., “Steady-State Response and Riding Comfort of Trains Moving over a Series of Simply Supported Bridge,” The Journal of Structural Engineering, 25, pp. 251–265 (2003).CrossRefGoogle Scholar
7.Cai, Y., Chen, S. S., Rote, D. M. and Coffey, H. T., “Vehicle/Guideway Dynamic Interaction in Maglev System 1,” Transactions of the American Society of Mechanical Engineers, Journal of Dynamic Systems, Measurement, and Control, 118, pp. 526–530 (1996).Google Scholar
8.Tommy, H. T. and Demeke, B. A., “Theoretical Study of Moving Force Identification on Continuous Bridges,” Journal of Sound and Vibration, 295, pp. 870–883 (2006).Google Scholar
9.Yau, J. D., “Train-Induced Vibration Control of Simple Beams Using String-Type Tuned Mass Dampers,” Journal of Mechanics, 23, pp. 329–340 (2007).CrossRefGoogle Scholar
10.Lin, H. P., “Dynamic Responses of Beams with a Flexible Support under a Constant Speed Moving Load,” Journal of Mechanics, 24, pp. 195–204 (2008).CrossRefGoogle Scholar