Rail temperature variation under heavy haul operations
Chris Bosomworth, Maksym Spiryagin, Sanath Alahakoon, Colin Cole, Ben Sneath, Bruce Makin
Railway Engineering Science ›› 2022, Vol. 30 ›› Issue (2) : 148-161.
Rail temperature variation under heavy haul operations
There currently does not exist in industry a reliable method for the detection of rail foot flaws. Like their head-based counterparts, foot flaws result in broken rail with potentially catastrophic consequences. A proposed area of research for the detection of these flaws is thermography, a non-contact method of measuring and analysing infrared emissions from an object under test. In industry, active excitation thermography is the most common, requiring an excitation source. This paper will present a temperature measurement system and a method of transient temperature extraction from the running rails for the effects of a passing train to evaluate heat transfer in the practical rail environment. The outcomes of these results will provide future direction in the development of a rail heat transfer model and determine if train passage provides enough active excitation for a thermography-based detection technique.
Rail heat transfer / Rail foot flaws / Field temperature measurement / Transient temperature extraction
[1.] |
|
[2.] |
Coccia S (2007) Ultrasonic guided waves for structural health monitoring and application to rail inspection prototype for the Federal Railroad Administration. Dissertation, University of California
|
[3.] |
ATSB. Investigation: RO-2014-014—Derailment of freight train 6DA2 near Marryat, SA on 26 July 2014. https://www.atsb.gov.au/publications/investigation_reports/2014/rair/ro-2014-014/. Accessed 9 Nov 2016
|
[4.] |
Office of the Chief Investigator. Derailment freight train Warracknabeal. http://economicdevelopment.vic.gov.au/__data/assets/pdf_file/0009/1326933/2011-06-05-Freight-Train-Derailment-Warracknabeal.pdf. Accessed 5 Jan 2017
|
[5.] |
|
[6.] |
Crowe KE, Raj PK (1998) Analyses of rail chill effect. Federal Railroad Administration. Report No.: DOT-VNTSC-FRA-96-8
|
[7.] |
|
[8.] |
Texas Instruments. LM35 precision centigrade temperature sensors. http://www.ti.com/lit/ds/symlink/lm35.pdf
|
[9.] |
|
[10.] |
Galbreath JH, Townsend CR, Mundell SW et al. (2003) Civil structure strain monitoring with power-efficient, high-speed wireless sensor networks. In: 4th international workshop on structural health monitoring, Stanford University, Stanford CA, 15–17 Sept, 2003
|
[11.] |
Industries A. Adafruit feather M0 Adalogger. https://www.adafruit.com/product/2796. Accessed 18 April 2018
|
[12.] |
Kesler K, Zhang Y-J (2007) System and method for predicting future rail temperature. US20070265780 A1. http://www.google.com/patents/US20070265780. Accessed 8 Jan 2017
|
[13.] |
|
[14.] |
Bosomworth C, Spiryagin M, Alahakoon S, Cole C (2017) The effect of vehicle dynamics on rail foot flaw detection. In: Proceedings of the 25th International Symposium on Dynamics of Vehicles on Roads and Tracks (IAVSD 2017), 14–18 August 2017, Rockhampton. CRC Press, London
|
[15.] |
Bosomworth C, Sun YQ, Spiryagin M, Alahakoon S, Cole C (2017) Experimental Investigation into the use of thermography for the detection of rail foot flaws. In: First International Conference on Rail Transportation, Chengdu, pp 311–322
|
/
〈 |
|
〉 |