Chapter
Aug 31, 2022

Slip Temperature Differential and Usage: Ballasted and Direct Fixation Tracks

Publication: International Conference on Transportation and Development 2022

ABSTRACT

This paper analyzes the slip temperature differential in a railway track. The formula for the slip temperature differential in a ballasted track from Lichtberger was used to derive alternate formulas in terms of longitudinal resistance and the sectional area of a rail for both ballasted and direct fixation tracks. Additionally, the formula form Esveld for the maximum slip of a rail in a fastener under elastic shear resistance was rearranged and reformulated to obtain the slip temperature differential in terms of longitudinal resistance and the sectional area of a rail for both ballasted and direct fixation tracks. The aforementioned formulas were compared, and some interesting findings were drawn after their application. The slip temperature differential was used to compute the rail neutral temperature range for natural distressing. Finally, the Transit Cooperative Research Programs’ procedure for estimating the longitudinal resistance in a direct fixation track was analyzed, and a review was called for.

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REFERENCES

Esveld, C. (2001). Modern Railway Track. MRT-Productions, the Netherlands.
Kerr, A. (2003). Fundamentals of Railway Engineering. Simmons–Boardman Books, Omaha, Nebraska.
Kish, A., Samavedam, G., and Wormley, D. (2020). “Fundamentals of track lateral shift for high-speed rail applications.” Accessed February 2, 2020. https://pdfs.semanticscholar.org/07ab/f5d13bf4eb8354e47c0b4cc623f50da86029.pdf.
Lichtberger, B. (2005). Track Compendium: Formation, Permanent Way, Maintenance, Economics. Eurail press, Germany.
TCRP (Transit Cooperative Research Program). (2005)., Track related research, Volume 6, Direct Fixation track design, Specifications, Research and related materials, Part A. Transportation Research Board, National Academy Press, Washington, DC.
TCRP (Transit Cooperative Research Program). (2012). “Track design handbook for light rail transit.”, National Academy Press, Washington, DC.
UIC. (2001). UIC Code 774-3 R, Track/bridge interaction, recommendations for calculations.

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Go to International Conference on Transportation and Development 2022
International Conference on Transportation and Development 2022
Pages: 13 - 23

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Published online: Aug 31, 2022

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Nazmul Hasan [email protected]
1Principal Track Expert–Rail, Transit, and Mobility, Engineering Design and Project Management, SNC-Lavalin, Inc., Burnaby, BC, Canada. Email: [email protected]

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