On fuzzy modelling of dynamic track behaviour
Katja Stampka , Vincent Radmann , Jannik Theyssen , Ennes Sarradj
Railway Engineering Science ›› 2025, Vol. 33 ›› Issue (3) : 474 -495.
On fuzzy modelling of dynamic track behaviour
Rolling noise is an important source of railway noise and depends also on the dynamic behaviour of a railway track. This is characterized by the point or transfer mobility and the track decay rate, which depend on a number of track parameters. One possible reason for deviations between simulated and measured results for the dynamic track behaviour is the uncertainty of the value of some track parameters used as input for the simulation. This in turn results in an uncertainty in the simulation results. In this contribution, it is proposed to use the general transformation method to assess a uncertainty band for the results. Most relevant input parameters for determining the point input mobility and the track decay rate for a ballasted track are analysed with regard to the uncertainties and for the value of each an interval is determined. Then, the general transformation method is applied to four different simulation methods, working both in the frequency and time domains. For one example track, the resulting uncertainty bands are compared to one dataset with measurements for the point mobility and the track decay rate. In addition, a sensitivity analysis is performed to determine the parameters that significantly influence the overall result. While all four simulation methods produce broad uncertainty bands for the results, none did match the measured results for the point mobility and the track decay rate over the entire frequency range considered. Besides the large influence of the uncertain pad stiffness, it turned out that the rail wear is also a significant source of uncertainty of the results. Overall, it is demonstrated that the proposed approach allows assessing the influence of uncertain input parameters in detail.
Dynamic track behaviour / Uncertainty / General transformation method / Track decay rate / Rolling noise
| [1] |
|
| [2] |
European Committee for Standardization (2008) Railway applications-Noise emission- Characterisation of the dynamic properties of track sections for pass by noise measurements. EN 15461:2008+A1:2010 |
| [3] |
|
| [4] |
|
| [5] |
Federal Railroad Administration (FRA) (2015) Track inspector rail defect reference manual. Technical report, U.S. Department of Transportation, Washington DC |
| [6] |
|
| [7] |
|
| [8] |
|
| [9] |
|
| [10] |
|
| [11] |
|
| [12] |
|
| [13] |
|
| [14] |
|
| [15] |
|
| [16] |
|
| [17] |
|
| [18] |
|
| [19] |
|
| [20] |
|
| [21] |
|
| [22] |
|
| [23] |
Hanss M (2000) A nearly strict fuzzy arithmetic for solving problems with uncertainties. In: 19th international conference of the North American fuzzy information processing society Atlanta, pp 439-443 |
| [24] |
|
| [25] |
|
| [26] |
Wittel H, Muhs D, Jannasch D et al (2015) Roloff/Matek Maschinenelemente: Normung, Berechnung, Gestaltung. Springer Fachmedien Wiesbaden |
| [27] |
|
| [28] |
Deutschen Institut für Normung e. V. (2017) Railway applications-Track-Rail-Part 1: Vignole railway rails 46 kg/m and above. German version EN 13674-1:2011+A1:2017 |
| [29] |
Deutsche Bahn AG (2011) Richtlinie 821-Oberbau inspizieren |
| [30] |
|
| [31] |
|
| [32] |
|
| [33] |
|
| [34] |
|
| [35] |
|
| [36] |
|
| [37] |
|
| [38] |
|
| [39] |
Kaewunruen S, Remennikov A (2009) State dependent properties of rail pads. Technical report, University of Wollongong Research Online |
| [40] |
Huber P, Schneider P (2021) Forschungsprojekt Schienenbefestigung Phase “I”. Schlussbericht version 1.2, KPZ Fahrbahn |
| [41] |
|
| [42] |
|
| [43] |
|
| [44] |
|
| [45] |
|
| [46] |
|
| [47] |
Heinrich Krug GmbH & Co. KG (2016) Zwischenlagen (pads) https://www.heinrich-krug.de/oberbau/zwischenlagen/. Accessed 5 May 2024 |
| [48] |
|
| [49] |
|
| [50] |
|
| [51] |
Walton-Macaulay C, Bryson LS, Guenther KJ (2014) Experimental study on the stiffness degradation of railroad ballast subjected to clay fouling. In: 2014 Joint Rail Conference, Colorado Springs, pp V001T01A004 |
| [52] |
|
| [53] |
Deutschen Institut für Normung e. V. (2016) Railway applications-Concrete sleepers and bearers-Part 1: general requirements. German version EN 13230-1:2016 |
| [54] |
Shenton MJ (1978) Deformation of railway ballast under repeated loading conditions. In: Railroad Track Mechanics and Technology, Proceedings of a Symposium Held at Princeton University, Princeton, pp 405–425 |
| [55] |
Gourley T (1996) Concrete railway sleeper durability. In: Eleventh International Rail Track Conference. Adelaide, pp 143–150 |
| [56] |
Li Q, Thompson DJ, Toward M (2017) Dataset for paper: estimation of track parameters and wheel-rail combined roughness from rail vibration. University of Southampton. https://doi.org/10.5258/SOTON/D0068 |
| [57] |
Dlubal Software GmbH. Querschnittswerte UIC (abgenutzt) Standardquerschnitte der Deutschen Bahn, abgenutzt. https://www.dlubal.com/de/ querschnittswerte/series-uic-abgenutzt-din-en-13674-1. Accessed May 5 2023 |
| [58] |
|
| [59] |
|
The Author(s)
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