journal article·2020-11-25Open access

Study on the Applicability of Dynamic Factor Standards by Comparison of Spring Constant Based Dynamic Factor of Ballasted and Concrete Track Structures

Jaeik Lee, Kyuhwan Oh, Yonggul Park, Junhyeok Choi

Applied Sciences· Volume 10· Issue 23

Abstract

Dynamic factor evaluation method calculation methods outlined by Eisenmann (DAFEisenmann) and the American Railway Engineering Association (DAFArea) are used to calculate the dynamic factor during design and for trackside measurement, respectively, in nations where the construction of concrete track structures is relatively new. In this situation, dynamic factor calculation methods may be incorrect, and this is demonstrated by comparison of the respective track types’ total spring constant. A finite element analysis of a standard design railway track is conducted, and the design total spring constant (TSC, or K) obtained from the time history function analysis is compared to the TSC of existing tracks through trackside measurement results. The comparison result shows that TSC obtained by finite element analysis result is 22% higher than that of the trackside measurement value, indicating that the TSC is conservative in the current track design. Considering the proportional relationship between TSC and dynamic factor, it is estimated that the dynamic factor currently being applied in track design is also conservative. Based on these findings, an assessment of the applicability of different dynamic factors (DAFEisenmann and DAFArea), theoretical calculation and field measurement (DAFField) using the probabilistic analysis of wheel loads from the field measurement data is conducted. A correlative analysis between DAFEisenmann and DAFArea shows that DAFEisenmann and DAFArea were estimated to be higher by 33% and 27% in ballasted track and by 39% and 30% in concrete track than the dynamic factor derived from field measurement, respectively, which indicates that the dynamic factor currently in use can potentially lead to over-estimation in track design and maintenance.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Railway Engineering and Dynamics · Geotechnical Engineering and Underground Structures · Civil and Geotechnical Engineering Research

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

Affiliations

Department of Railway Engineering, Seoul Nation University of Science and Technology, Seoul 01811, Korea

Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Champaign, IL 61820, USA

Department of Civil Engineering, Bucheon University, Bucheon 14642, Korea

Funding

KOREA AGENCY FOR INFRASTRUCTURE TECHNOLOGY ADVANCEMENT

References (27)

Show source-provided references
1. An Experimental Study on the Evaluation of Track Impact factor on the Various Track Type in Urban Transit
2. Evaluation of Track Support Stiffness and Track Impact factor for Ballast and Concrete Type Tracks10.7782/JKSR.2018.21.4.389 ↗
3. LEE, S.H. (2017). A Study for Correlation of Track Support Stiffness and Track Impact Factor According by Track Structures. [Ph.D. Thesis, Seoul National University of Science and Technology].
4. Shin, D.U., and Park, Y.G. (2019, December 17). Analysis of Noise Reduction Effect of Concrete Slab by the Sound Absorption Block in Urban Railway. Spring Academic Conference, Korean Society Railway. Available online: https://dbpia.co.kr/journal/articleDetail?nodeId=NODE07266383.
5. The Evaluation of Track Impact Factor on the Various Track Type in Urban Transit10.7782/JKSR.2011.14.3.248 ↗
6. Park, H.S., Song, B.H., Choi, J.Y., Kim, M.C., and Park, Y.G. (2015, January 15). A study on the Track Impact factor for Curved Ballast Track According to Cant excess or deficiency. Proceedings of the Autumn Conference of Korean Society for Railway 2015, Yeosu, Korea.
7. Van Dyk, B.J., Dersch, M.S., Edwards, J.R., Ruppert Conrad, J., and Barkan Christopher, P.L. (2013, January 12). Evaluation of Dynamic and Impact Wheel Load Factors and their 3 Application for Design, TRB 14-4714. Proceedings of the Transportation Research Board 93rd Annual Meeting, Washington, DC, USA.
8. High speed and track deterioration: The role of vertical stiffness of the track10.1243/095440904322804411 ↗
9. Bisadi, M., Ma, Q., and Beskyroun, S. (2015, January 25–27). Evaluation of the dynamic amplification factor for railway bridges subjected to a series of moving mass. Proceedings of the 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering, Crete Island, Greece.10.7712/120115.3609.488 ↗
10. Review of Trackside Monitoring Solutions: From Strain Gages to Optical Fibre Sensors10.3390/s150820115 ↗
11. Determination of dynamic amplification factors for heavy haul railways10.1177/0954409716679203 ↗
12. Youliang, D., and Gaoxin, W. (2016). Evaluation of Dynamic Load Factors for a High-Speed Railway Truss Arch Bridge. Shock Vib., 2016.10.1155/2016/5310769 ↗
13. Determination of Dynamic Track Modulus from Measurement of Track Velocity during Train Passage10.1061/(ASCE)GT.1943-5606.0000130 ↗
14. Arnold, R., Lu, S., Hogan, C., Farritor, S., Fateh, M., and El-Sibaie, M. (2006, January 17–20). Measurement of vertical track modulus from a moving railcar. Proceedings of the 2006 American Railway Engineering and Maintenance-of-Way Association Annual Conference, Louisville, KY, USA.
15. Korea Rail Network Authority (KR) (2012). KR C-14080: Interaction between Track, Vehicle, Signal, Structure, Electricity, Railway Industry Information Center.
16. Celestin, N. (2015). Influence of Spatial Variations of Railroad Track Stiffness and Material Inclusions of Fatigue Life. [Ph.D. Thesis, University of Nebraska].
17. Track transitions in railways: A review10.1016/j.conbuildmat.2016.02.084 ↗
18. Frohling, R.D. (1997). Deterioration of Railway Track Due to Dynamic Vehicle Loading and Spatially Varying Track Stiff-Ness. [Ph.D. Thesis, University of Pretoria].
19. On the determination of the rail support modulus k10.1016/S0020-7683(99)00151-1 ↗
20. (2005). Track Design Technical Report (2005), Structural Technical Report (Track Division), Shinbundang Line; Railway Industry Information Center.
21. (2006). Track Design Technical Report (2006), Structural Technical Report (Track Division), Seoul city Metro Line 9; Railway Industry Information Center.
22. (2020). Track Design Technical Report (2020), Railway Industry Information Center. Structural Technical Report (Track Division).
23. (2019). KR C–14060. Track Components Design, Korea Rail Network Authority.
24. Winkler, E. (1867). Die Lehre von der Elasticitaet und Festigkeit mit Besondere Ruecksicht auf ihre Anwendung in der Technik, fuer Polytechnische Schuhlen, Bauakademien, Ingenieure, Maschienenbauer, Architecten, etc., H. Dominicus.
25. Jenks, C.W. (2006). Design of Track Transitions, Transportation Research Board.
26. Henrik, L. (2020, January 09). Transition Zones between Ballasted and Ballastless Tracks, Lunds University. Available online: http://lup.lub.lu.se/luur/download?func=downloadFile&recordOId=4498421&fileOId=8961741.
27. (2018). KR C-14030. Ballasted Track Structure, Korea Rail Network Authority.