journal article·2024-07-16Open access

Concept of Thermal Shrinkage-Resistant Railroad Rail for Use in Continuous Welded Rail Track

Jacek Kukulski, Andrzej Ratkiewicz

Applied Sciences· Volume 14· Issue 14

Abstract

This paper presents the concept of a modified 60E1 rail dedicated to continuous welded rail (CWR) track. The presented solution is the subject of a patent application by the authors of the publication. The paper describes problems associated with the operation of CWR track and the phenomena of so-called “rail stressing”, i.e., stresses created in the rail due to thermal shrinkage that, in extreme cases, can lead to the buckling of the rail track. Simulation calculations of longitudinal track loads to represent the occurrence of thermal force as a result of the occurrence of high air temperatures were carried out for the constructed conventional model of the railroad track as well as the track with the proposed solutions. A discussion of the simulation results is presented, indicating the possibility for the wider application of both varieties of modified rail.
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Research context

OpenAlex topics: Railway Engineering and Dynamics · Civil and Geotechnical Engineering Research · Material Properties and Failure Mechanisms

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Faculty of Transport, Warsaw University of Technology, 00-662 Warsaw, Poland

Funding

Warsaw University of Technology

References (39)

Show source-provided references
1. Kish, A., Samavedam, G., and Al-Nazer, L. (2013). Track Buckling Prevention: Theory, Safety Concepts, and Applications, U.S. Department of Transportation, Federal Railroad Administration. RRD Report Number DOT/FRA/ORD-13/16.
2. Błaszkiewicz-Juszczęć, D., Czyczuła, W., and Kudła, D. (2022). Identification of Track Stability Model Parameters Based on Numerical Experiments. Appl. Sci., 12.10.3390/app12020570 ↗
3. Binti Sa’adin, S.L., Kaewunruen, S., and Jaroszweski, D. (2016). Risks of Climate Change with Respect to the Singapore-Malaysia High Speed Rail System. Climate, 4.10.20944/preprints201608.0045.v1 ↗
4. Ngamkhanong, C., Wey, C.M., and Kaewunruen, S. (2020). Buckling Analysis of Interspersed Railway Tracks. Appl. Sci., 10.10.3390/app10093091 ↗
5. Ratkiewicz, A., and Kukulski, J. (2023). Horizontally-Radially Cut Rail and Its Application. (No. 58389), Patent Application, Document ID 885878.
6. Ratkiewicz, A., and Kukulski, J. (2023). Vertically-Radially Cut Rail and Its Application. (No. 58390), Patent Application, Document ID 885889.
7. Stability of continuous welded rail track10.1016/S0045-7949(03)00287-6 ↗
8. Thermal buckling and post-buckling behaviour of continuous welded rail track10.1080/00423114.2016.1237665 ↗
9. Laboratory investigation on contribution of fastening system and sleeper in longitudinal resistance of ballasted railway tracks10.1080/14680629.2022.2096104 ↗
10. Ole, Z.K. (2008). Track Stability and Buckling-Rail Stress Management. [Bachelor’s Dissertation, Faculty of Engineering and Surveying].
11. Khabardin, V.N., and Khabardin, A.V. (2014). Light-Weight Design Railway Rail. (EA029813B1), Patent.
12. Controlling the State of Residual Stresses in Railway Rails by Modifying Pass Design of Straightening Rollers
13. Prediction of Thermal-Induced Buckling Failures of Ballasted Railway Tracks Using Artificial Neural Network (ANN)10.1142/S0219455422500493 ↗
14. Hong, S., Park, C., and Cho, S. (2021). A Rail-Temperature-Prediction Model Based on Machine Learning: Warning of Train-Speed Restrictions Using Weather Forecasting. Sensors, 21.10.3390/s21134606 ↗
15. Austill, R. (1992). Process for Determining and Controlling Railroad Rail’s Neutral Temperature to Prevent Track Buckling and Rail Fractures. (US5161891A), Patent.
16. Harrison, H. (2011). Stress Monitoring System for Railways. (US2007044566A1), Patent.
17. Wegner, A. (2007, January 11). Prevention of Track Buckling and Rail Fracture by Non-destructive Testing of the Neutral Temperature in CWR-Rails. Proceedings of the IHHA Spezialist Technical Session (STS), Kiruna, Sweden.
18. Liang, K. (2019). Method for Detecting and Tracking Buckling Branch Path of Structure with High Efficiency and High Precision. (CN105373654A), Patent.
19. Struwig, F.A., and Kunneke, C. (2022). Device, System and Method for Monitoring Conditions on A Railway Track. (US2022111878A1), Patent.
20. A non-contacting system for rail neutral temperature and stress measurements: Concept development10.1177/1475921720923116 ↗
21. Smith, F. (2023). Apparatus and Method for Monitoring Railroad Track for Buckling Risk. (US2023417624A1), Patent.
22. Design of a new high lateral resistance sleeper and performance comparison with conventional sleepers in a curved railway track by means of finite element models10.1590/S1679-78252014000700009 ↗
23. Chalabii, J., Movahedi Rad, M., Hadizadeh Raisi, E., and Esfandiari Mehni, R. (2022). Effect of Sleeper-Ballast Particle Contact on Lateral Resistance of Concrete Sleepers in Ballasted Railway Tracks. Materials, 15.10.3390/ma15217508 ↗
24. Experimental and numerical analysis of anchor-reinforced sleepers’ lateral resistance on ballasted track10.1016/j.conbuildmat.2020.120197 ↗
25. New Definition of Neutral Temperature in Continuous Welded Railway Track Curves10.3311/PPci.8505 ↗
26. Effectiveness of measuring stress-free temperature in continuously welded rails by Rail Creep Method and Rail Stress Modules10.1016/j.engfailanal.2019.05.032 ↗
27. Wong, R. (2014). Geothermal Rail Cooling and Heating System. (US2014033755A1), Patent.
28. Giunta, M. (2023). Trends and Challenges in Railway Sustainability: The State of the Art regarding Measures, Strategies, and Assessment Tools. Sustainability, 15.10.20944/preprints202311.0334.v1 ↗
29. Wang, H., Xing, C., and Deng, X. (2023). Effect of Random Lateral Ballast Resistance on Force-Deformation Characteristics of CWR with a Small-Radius Curve. Materials, 16.10.3390/ma16072876 ↗
30. Momotani, Y., and Nakamura, T. (2016). Rail Track Buckling Prevention Device and Ballast Rail Track Including the Rail Track Buckling Prevention Device. (JP2016191264A), Patent.
31. Wang, P. (2004). Stress Came Loose Roller on Sleepers for Seamless Line. (CN2647907Y), Patent.
32. Fei, H. (2015). Steel Track Buckling Piece System and Track Distance Blocking Plate. (CN103437253A), Patent.
33. Mitigation of track buckling in transition zones of steel bridges by geotextile reinforcement of the ballast layer10.1016/j.geotexmem.2021.11.006 ↗
34. Lee, H.D., Choi, S., and Moon, J. (2021). Lateral Resistance Requirement of Girder-Sleeper Fastener for CWR Track on an Open-Deck Steel Plate Girder Bridge. Appl. Sci., 11.10.3390/app11156681 ↗
35. Mirković, N., Nefovska-Danilović, M., Ahac, M., Lakušić, S., Mirković, U., and Zafirovski, Z. (2023). Parametric Study of Additional Temperature Stresses in Continuously Welded Rails on Steel Truss Railway Bridges. Buildings, 13.10.3390/buildings13092296 ↗
36. Hosokawa, S., and Yamazaki, Y. (2016). Buckling Prevention Device of Track. (JP2012021292A), Patent.
37. Analytical model for the nonlinear buckling responses of the confined polyhedral FGP-GPLs lining subjected to crown point loading10.1016/j.engstruct.2023.115780 ↗
38. Buckling performance of the encased functionally graded porous composite liner with polyhedral shapes reinforced by graphene platelets under external pressure10.1016/j.tws.2022.110370 ↗
39. Nonlinear in-plane instability of the confined FGP arches with nanocomposites reinforcement under radially-directed uniform pressure10.1016/j.engstruct.2021.113670 ↗