Technical Papers
Feb 19, 2019

Rail Pad Stiffness and Classification System

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 145, Issue 5

Abstract

The aim of this paper is to design rail pad stiffness in terms of a general desirability range and to suggest a classification system. The design is based on an analysis of the effect of rail pad stiffness on key track parameters, such as the track modulus and the characteristic length, and on the dynamic load attenuation. The rail pad stiffness is expressed in terms of the stiffness of the track in question. Both recommended and minimum rail pad stiffnesses are formulated. Finally, a classification system for rail pads is suggested.

Get full access to this article

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

References

AREMA (American Railway Engineering and Maintenance-of-Way Association). 2005. Manual for railway engineering. Landover, MD: AREMA.
AREMA (American Railway Engineering and Maintenance-of-Way Association). 2013. Vol. 1 of Manual for railway engineering. Lanham, MD: AREMA.
AREMA (American Railway Engineering and Maintenance-of-Way Association). 2018. Vol. 1 of Manual for railway engineering. Landover, MD: AREMA.
CEN (Comité Européen de Normalisation). 1998. Railway applications—Track—Testing methods for fastening systems. Brussels, Belgium: CEN.
Dyk, B. V. 2016. “Fastening system stiffness measurement and influence on railway track.” In Proc., Int. Crosstie and Fastening System Symp. Urbana, IL.
Esveld, C. 2001. Modern railway track. Zaltbommel, Netherlands: MRT-Productions.
FRA (Federal Railroad Administration). 2008. Title 49. Omaha, NE: Code of Federal Regulations, Railway Educational Bureau.
Giannakos, K. 2010. “Loads on track, ballast fouling, and life cycle under dynamic loading in railways.” J. Transp. Eng. 136 (12): 1075–1084. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000182.
Grossoni, I., S. Iwnicki, Y. Bezin, and C. Gong. 2013. “Dynamic response of vehicle-track coupling system with an insulated rail joint.” In Proc., 11th Int. Conf. on Vibration Problems. Lisbon, Portugal: Springer.
Iwnicki, S. 2006. Handbook of railway vehicle dynamics. Manchester, UK: Taylor & Francis Group.
Lichtberger, B. 2005. Track compendium: Formation, permanent way, maintenance, economics. Hamburg: Eurail Press.
Sun, Y. Q., C. Cole, and M. Spiryagin. 2012. “Study on track dynamic forces due to rail short-wavelength dip defects using rail vehicle-track dynamics simulations.” J. Mech. Sci. Technol. 27 (3): 629–640. https://doi.org/10.1007/s12206-013-0117-8.
TCRP (Transit Cooperative Research Program). 2012. Track design handbook for light rail transit. Washington, DC: National Academy Press.
Zarembski, A. M., J. W. Palese, and J. G. Bell. 2001. “Limiting high speed dynamic forces on the track structure: The Amtrak Acela case.” Accessed May 15, 2018. https://www.arema.org/files/library/2001_Conference_Proceedings/00029.pdf.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 145Issue 5May 2019

History

Received: Jun 14, 2018
Accepted: Oct 9, 2018
Published online: Feb 19, 2019
Published in print: May 1, 2019
Discussion open until: Jul 19, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Nazmul Hasan [email protected]
Senior Trackwork Engineer, Transportation Division, SNC-Lavalin, Inc., Vancouver, BC, Canada V6E 0C5. Email: [email protected]

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