Experimental identification of dynamic characteristics of a track structure influencing the level of noise emission

Authors

DOI:

https://doi.org/10.24425/ace.2021.138517

Abstract

The present paper describes an experimental methodology of identification of dynamic characteristics of a track structure, consisting in determination of a track decay rate (TDR) in the field tests that were conducted by the authors on the railway line section in Warsaw. The proposed methodology of measurements, parameters determination and presentation of the results is based on the measurement methods described in EN 15461 [1], which are aimed at determination of TDR. The values of TDR determined in the impulse tests in one-third octave bands are compared with the limiting values specified in EN ISO 3095 [2] and Technical Specifications for Interoperability (TSI) [3]. Based on the obtained experimental data, the analysed railway line is classified as a structure that does not generate excessive level of rolling noise from the vibrations induced by the moving rolling stock on structural elements of the track - particularly on rails. The results obtained in this study are promising from the point of view of future development of effective solutions used for protection of people and environment against noise generated by the railway traffic.

References

[1] EN 15461:2008+A1:2010 Railway applications - Noise emission - Characterization of the dynamic properties of track sections for pass by noise measurements. CEN, Brussels, 2010.

[2] EN ISO 3095:2013 Acoustics - Railway applications - Measurement of noise emitted by railbound vehicles. CEN, Brussels, 2013.

[3] Commission decision (2008/232/CE) of 21 February 2008 concerning a technical specification for interoperability relating to the ‘rolling stock’ sub-system of the trans-European high-speed rail system. Official Journal of the European Union, L 84/133, 2008.

[4] C. Kraśkiewicz, et al., “Laboratory Tests and Analyses of the Level of Vibration Suppression of Prototype under Ballast Mats (UBM) in the Ballasted Track Systems”. Materials, vol. 14, no. 2, pp. 1-18, 2021, DOI: 10.3390/ma14020313.

[5] C. Kraśkiewicz, et al., “Experimental research on fatigue strength of prototype under sleeper pads used in the ballasted rail track systems”. Archives of Civil Engineering vol. 66, no. 1, pp. 241-255, 2020, DOI: 10.24425/ace.2020.131786.

[6] K. Brzeziński, et al., “Tłumiki torowe i przyszynowe jako innowacyjne rozwiązania dla ochrony ludzi i środowiska przed hałasem od ruchu kolejowego”. Zeszyty Naukowo-Techniczne SITK RP, vol. 1, no. 115, Kraków, 2018.

[7] M. Toward, et al., “Estimating the performance of rail dampers using laboratory methods and software predictions”. 11th International Workshop on Railway Noise, 2013, DOI: 10.1007/978-3-662-44832-8_7.

[8] M. Starnberg, “STARDAMP - Ein deutsch-französisches Kooperationsprojekt zur Minderung des Schienenlärms,“ DAGA 2012.

[9] B. Betgen, et al., “The STARDAMP software: an assessment tool for wheel and rail damper efficiency”. 2013.

[10] B. Betgen and G. Squicciarini, “On the prediction of rail cross mobility and track decay rates using Finite Element Models”. EuroNoise 2015.

[11] F. Margiocchi, et al., “A 8-years complete assessment of rail damper performances on an operated track in France”. Proceeding of the WCRR, Milan, Italy, 2016.

[12] G. Squicciarini, M. Toward and D. Thompson, “Experimental procedures for testing the performance of rail dampers”. Journal of Sound and Vibration 359, pp. 21-39, 2015, DOI: 10.1016/j.jsv.2015.07.007.

[13] I. Haladin, S. Lakusic, and J. Koščak, “Measuring vibration damping level on conventional rail track structures”. Gradevinar 68, pp. 461-476, 2016, DOI: 10.14256/JCE.1532.2015.

[14] W. Qian, et al., “Experimental and numerical studies of the effects of a rail vibration absorber on suppressing short pitch rail corrugation”. Journal of Vibroengineering 18, pp. 1133-1144, 2016.

[15] R. Michalczyk, K. Brzeziński, and A. Zbiciak, “Numerical vibration response of railway track retrofitted with single degree of freedom rail dampers”. IOP Conference Series: Materials Science and Engineering, vol. 661, 2019, DOI: 10.1088/1757-899X/661/1/012151.

[16] L. Zoontjens, L. Welsh, and B. Croft, “Predicting and managing rolling noise emissions from trains on the Perth metro passenger rail network”. Acoustics 2017.

[17] G. Koller and G. Acosta, “Calmmoon Rail web shielding - field and lab tests”. InterNoise 2019.

[18] R. Budzik, et al., “Research on influence of impulse force on vibration of the rail”. Vibroengineering Procedia 13, 2017, DOI: 10.21595/vp.2017.19106.

[19] J. Sołkowski and D. Siemieński, “Badania sztywności dynamicznej nawierzchni kolejowej metodą FWD”. Przegląd Komunikacyjny 6, 2018.

[20] J. Kogut and J. Zięba, “Funkcje impulsowe jako narzędzie identyfikacji dynamicznej parametrów przypowierzchniowych warstw podłoża”. Applied Geophysics, 2016.

Downloads

Published

2021-12-30

How to Cite

Kraśkiewicz, Cezary, et al. “Experimental Identification of Dynamic Characteristics of a Track Structure Influencing the Level of Noise Emission”. Archives of Civil Engineering, vol. 67, no. 4, Dec. 2021, pp. 543-57, doi:10.24425/ace.2021.138517.

Issue

Section

Articles

Similar Articles

<< < 47 48 49 50 51 52 53 54 > >> 

You may also start an advanced similarity search for this article.