INVESTIGATION OF GEOMETRICAL DETERIORATION OF TRAMWAY TRACKS
DOI:
https://doi.org/10.15802/stp2020/204152Keywords:
superstructure systems, deterioration, geometrical analysis, tramway, assessmentAbstract
Purpose. The authors’ aim is to demonstrate their results of analysis of deterioration of tramway tracks’ geometry. Methodology. This article is a start of a PhD research. At first, the superstructure systems and the used instrument were summarized, after that the examination of running track, tramway stops, crossings and turnouts. Findings. The authors examined separately the running track, tramway stops, level crossings and turnouts. In case of examination of running track, we evaluated the measurement results according to two methods. To clarify the superstructure systems’ deterioration factor the authors had to do further measurements on other tramway lines too. Originality. The fulfilled analysis is the first step to the complex method that can consider and determine the optimisation of life-cycle costs of tramway superstructures. For this goal a lot of parameters, factors have to be taken into consideration in the future. There are available methods and models for different civil engineering areas, e.g. there is very complex methodology related to road pavements, but there is no special one related neither to railway tracks, nor tramway tracks. Practical value. The authors tried to construct a calculation and evaluation method that can assess the examined 6 different tramway superstructure types on the tramway line No. 1 in Hungarian capital (Budapest). It is a very new reconstructed tramway line that is the second longest one in Budapest. The authors showed which type of superstructure system is the «best» and the «worst» based on own made measurements and calculation-evaluation methods. The next aim of the authors is to start a PhD research in the Multidisciplinary Doctoral School at Szechenyi Istvan University (Győr, Hungary) with the continuation of this topic.
References
Kurhan, M. B., Kurhan, D. M., & Luzhytskyi, O. F. (2015). Inequalities research of the track at the railroad crossings. Science and Transport Progress, 5(59), 84-96. DOI: https://doi.org/10.15802/stp2015/55341 (in Ukrainian)
Kurhan, D. M. (2015). Accumulated deformation modeling of permanent way based on entropy system. Science and Transport Progress, 4(58), 99-109. DOI: https://doi.org/10.15802/stp2015/49215 (in Ukrainian)
Case studies in railway construction. Modern tramway superstructures. Retrieved from http://www.sze.hu/~fischersz/Education/Case%20studies%20in%20railway%20construction/CSRC_Topic%2006_Modern%20tramway%20superstructures.pdf (in English)
Jóvér, V. (2019). Közúti vasúti felépítmény-szerkezetek komplex elemzése. MSc thesis. Széchenyi István Egyetem. Győr. DOI: https://doi.org/10.13140/RG.2.2.16467.53284 (in Hungarian)
Kovalchuk, V., Sysyn, M., Gerber, U., Nabochenko, O., Zarour, J., & Dehne, S. (2019). Experimental investigation of the influence of train velocity and travel direction on the dynamic behavior of stiff common crossings. Facta Universitatis. Series: Mechanical Engineering, 17(3), 345-356. DOI: https://doi.org/10.22190/FUME190514042K (in English)
Gáspár, L., Horvát, F., & Lublóy, L. (2011). Közlekedési létesítmények élettartama. Universitas-Győr Nonprofit Kft. Győr. (in Hungarian)
Közúti vasúti infrastruktúra tervezési irányelvek. Retrieved from https://static.bkv.hu/ftp/ftp/fajlok/sarga_konyv/15.pdf (in Hungarian)
Kurhan, D. M. (2016). Modeling of development vertical deformation of railway track. Science and Transport Progress, 1(61), 100-108. DOI: https://doi.org/10.15802/stp2016/61003 (in English)
Metalelektro Railway Diagnostic. Track Geometry Measurement. Retrieved from https://www.metalelektro.eu/track-geometry (in English)
Sysyn, M., Nabochenko, O., Gerber, U., Kovalchuk, V., & Petrenko, O. (2019). Common crossing condition monitoring with on board inertial measurements. Acta Polytechnica, 59(4), 423-434. DOI: https://doi.org/10.14311/ap.2019.59.0423 (in English)
Sysyn, M., Gerber, U., Nabochenko, O., & Kovalchuk, V. (2019). Common crossing fault prediction with track based inertial measurements: statistical vs. mechanical approach. Pollack Periodica, 14(2), 15-26. DOI: https://doi.org/10.1556/606.2019.14.2.2 (in English)
Sysyn, M., Kluge, F., Gruen, D., Kovalchuk, V., & Nabochenko, O. (2019). Experimental Analysis of Rail Contact Fatigue Damage on Frog Rail of Fixed Common Crossing 1:12. Journal of Failure Analysis and Prevention, 19(4), 1077–1092. DOI: https://doi.org/10.1007/s11668-019-00696-w (in English)
Sysyn, M. (2019). Improvement of inspection system for common crossings by track side monitoring and prognostics. Structural Monitoring and Maintenance, 3(6), 219-235. DOI: https://doi.org/10.12989/smm.2019.6.3.219 (in English)
Sysyn, M., Gerber, U., Nabochenko, U., Li, Y., & Kovalchuk, V. (2019). Indicators for common crossing structural health monitoring with track-side inertial measurements. Acta Polytechnica, 59(2), 170-181. DOI: https://doi.org/10.14311/AP.2019.59.0170 (in English)
Sysyn, M., Gerber, U., Kluge, F., Nabochenko, O., & Kovalchuk, U. (2019). Turnout remaining useful life prognosis by means of on-board inertial measurements on operational trains. International Journal of Rail Transportation, 1-23. DOI: https://doi.org/10.1080/23248378.2019.1685918 (in English)
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