TECHNICAL PAPERS
Mar 1, 1996

Dynamic Analysis of Resilient Crosstie Track for Transit System

Publication: Journal of Transportation Engineering
Volume 122, Issue 2

Abstract

A dynamic analysis of a new track system, developed for a light rail transit vehicle powered by linear induction motors (LIMs) is made by a specially developed computer package. The track system, which incorporates steel crossties, is modeled by the finite-element method, while the vehicle is modeled separately as a combination of masses, springs, and dampers. The two models, which are linked through wheel loads, are applied to at-grade guideways in a study of the influences of a number of parameters on the dynamic behavior of the track and on the variation of the LIM air gap. The important parameters include vehicle-track interaction, nonlinearity, and stiffness of the tie pads, rail surface profile, and vehicle speed. The dynamic distributions of the LIM and wheel loads among the crossties are also discussed. It is shown that both the surface profile of the rail and the vehicle-track interaction affect the displacement response of the track significantly, while the wheel loads are mainly affected by the rail profile.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Anderson, R. J., and Fortin, C. (1990). A'GEM rail vehicle dynamics software package, user's manual. Dynamics Lab., Dept. of Mech. Engrg., Queen's Univ., Kingston, Canada.
2.
Campbell, T. I., Van Dalen, K., and Grans, M. E. C. (1989). “Cross-tie track on guideway structures.”Report prepared for UTDC Inc., Dept. of Civ. Engrg., Queen's Univ., Kingston, Canada.
3.
Clough, R. W., and Penzien, J. (1975). Dynamics of structures. McGraw Hill, New York, N.Y.
4.
Desalvo, G. J., and Gorman, R. W. (1989). ANSYS engineering analysis system, revision 4.4, user's manual. Swanson Analysis Systems Inc., Houston, Tex.
5.
Fatemi, M. J. (1993). “Resilient cross-tie track for a transit guideway,” PhD thesis, Dept. of Civ. Engrg., Queen's Univ., Kingston, Canada.
6.
Federal Railroad Administration (FRA). (1992). Track safety standards. U.S. Department of Transportation, Washington, D.C.
7.
Fryba, L. (1972). Vibration of solids and structures under moving loads. Noordhoff International Publications, Groningen, The Netherlands.
8.
Green, M. F., and Cebon, D. (1994). “Dynamic response of highway bridges to heavy vehicle loads: theory and experimental validation.”J. Sound and Vibration, 170(1), London, U.K., 51–78.
9.
Hawk, H., and Ghali, A. (1981). “Dynamic response of bridges to multiple truck loading.”Can. J. Civ. Engrg., 8, Ottawa, Canada, 392–401.
10.
Moucessian, A., Campbell, T. I., Van Dalen, K., and Fatemi, M. J. (1992). “A steel cross-tie for direct fixation track.”Proc., Transport 1992+, Can. Soc. for Mech. Engrg., Montréal, Canada.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 122Issue 2March 1996
Pages: 173 - 180

History

Published online: Mar 1, 1996
Published in print: Mar 1996

Permissions

Request permissions for this article.

Authors

Affiliations

M. J. Fatemi
Civ. Engr., Bombardier Inc., UTDC Systems Div., Kingston, Ontario, K7M 6R2, Canada.
M. F. Green
Asst. Prof., Dept. of Civ. Engrg., Queen's Univ., Kingston, Ontario, K7L 3N6, Canada.
T. I. Campbell, Member, ASCE
Prof., Dept. of Civ. Engrg., Queen's Univ., Kingston, Ontario, Canada.
A. Moucessian
Manager, Fixed Fac. Des., Bombardier Inc., UTDC Systems Div. Kingston, Ontario, Canada.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share