TECHNICAL PAPERS
Feb 1, 2008

Behavior of Integrated Crosstie Trackwork System

Publication: Journal of Structural Engineering
Volume 134, Issue 2

Abstract

Light rail systems are an important transportation mode in urban centers. An advanced rail transit system has been developed that utilizes linear induction motors (LIM) for propulsion and braking of the vehicles. Due to the tight motor-to-rail air gap tolerances required for the efficient operation of the LIM system, the trackwork requires special consideration. An innovative crosstie trackwork system has been developed to address competing requirements for high stiffness to ensure efficient operation of the LIM, and low track stiffness for acceptable ride quality. The crosstie incorporates a hollow structural steel section welded at each end to formed steel base plates which are supported by elastomeric pads. The crosstie supports steel running rails. This paper describes a finite-element model developed to predict the response of a crosstie to loads that simulate the passage of a steel wheeled transit vehicle. The model uses tetrahedral elements for the hollow structural steel section and the base plates. The elastomeric pads are modeled using elastic foundation elements. The model predicts stresses and deflections in the crosstie. An experimental program that was carried out on the crosstie to investigate its fatigue performance and to obtain data to verify the finite-element model is also described. The model conservatively predicts crosstie deflections and stresses. The hot spot stress approach is used to provide a conservative fatigue life prediction of the crosstie.

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Acknowledgments

The contributions of the Total Transit System, Kingston, Ontario, a division of Bombardier Transportation is gratefully acknowledged.

References

ANSYS Inc. (2003). ANSYS online manual, Canonsburg, Pa.
Campbell, T. I., Green, M. F., Swanson, D., Moucessian, A., and Skoblenick, H. (2002). “Field testing of an integrated resilient trackwork system.” Proc., 30th Annual Conf. of the Canadian Society for Civil Engineering, CSCE, Montreal, Paper No. ST-040.
Fatemi, M. J. (1993). “Resilient crosstie track for a transit guide-way.” Ph.D. thesis, Queen’s Univ., Kingston, Ont., Canada.
Fatemi, M. J., Green, M. F., Campbell, T. I., and Moucessian, A. (1996). “Dynamic analysis of resilient crosstie track for transit system.” J. Transp. Eng., 122(2), 173–180.
Hobbacher, A. (1996). “Recommendations for fatigue design of welded joints and components.” International Institute of Welding, Document No. XIII-1539-96/XV-845-96, Paris.
Kerr, A. D., and Zarembski, A. M. (1986). “On the new equations for the crosstie track response in the lateral plane.” Rail International, 17(6), 13–21.
MacDougall, C., Campbell, T. I., Shillinglaw, S., and Skoblenick, H. (2003). “Finite element modeling of an integrated trackwork system.” Proc., 31st Annual Conf. of the Canadian Society for Civil Engineering, CSCE, Montreal, Paper No. GCF-288.
Savaidis, G., and Vormwald, M. (2000). “Hot-spot stress evaluation of fatigue in welded structural connections supported by finite element analysis.” Int. J. Fatigue, 22(2), 85–91.
Tarran, F. C. (1987). “Direct measurement of crosstie loads.” Rail International, 18(1), 37–38.
van Wingerde, A. M., Packer, J. A., and Wardenier, J. (1995). “Criteria for the fatigue assessment of hollow structural section connections.” J. Constr. Steel Res., 35(1), 71–115.

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Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 134Issue 2February 2008
Pages: 329 - 336

History

Received: Nov 10, 2005
Accepted: Sep 22, 2006
Published online: Feb 1, 2008
Published in print: Feb 2008

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Notes

Note. Associate Editor: M. Asghar Bhatti

Authors

Affiliations

Colin MacDougall
Assistant Professor, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6 (corresponding author). E-mail: [email protected]
T. Ivan Campbell
Emeritus Professor, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6.
David Swanson
Design Engineer, Delcan Associates, Toronto, ON, Canada M3C 1K1.
Assistant Professor, Dept. of Civil Engineering, North Dakota State Univ., Fargo, ND 58105. E-mail: [email protected]
Harry R. Skoblenick
Project Engineer, Fixed Facilities, Bombardier Transportation, Kingston, ON, Canada K7M 6R2.

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