IMPACT OF CARS WITH 25 TF/AXLE LOAD ON THE TRACK CONDITION

Authors

DOI:

https://doi.org/10.15802/stp2019/171297

Keywords:

railway track, cost standards, stress, vertical and lateral forces, axle load

Abstract

Purpose. The research is aimed at determining changes in the state of the geometrical parameters of the railway track, depending on the passing tonnage in dynamic interaction with the 25 tf/axle load rolling stock. Methodology. For data acquisition, the authors carried out a statistical analysis of the indicators of digital measurements of the track condition by KVL-P track-measuring cars. Using the program of calculating the mean-square deviation of the geometric parameters of the track, the deviation of the track parameters within the test sections was estimated. Findings. During the observation period it was found that on average the intensity of track strain accumulation increases. However, according to the results of the factor dispersion analysis with 0.95 probability, it is impossible to unequivocally state the impact of the factor of using the cars with an axial load of up to 25 tf/axle on the deterioration of the track condition parameters. Herewith it should be noted that the share of cargo carried in the cars with axial load of up to 25 tf/axle during the observation period was less than one per cent. According to the values of the mean-square deviation, the state of the geometrical parameters of the track and their predicted changes were estimated, which showed that the increased axial load will lead to decreased life of the rails, which are the most expensive elements of the track structure, shortened service life of the railroad switches and increased labor costs for workers involved in track repair and maintenance. The corresponding reduction of inter-repair periods, which corresponds to the standards, is projected. In order for heavy-duty wagons not to destroy the infrastructure, there must be at least two limitations: by the types of goods transported and by the speed of movement. Originality. The authors conducted a study to assess the impact of cars with 25 tf/axle load on the state of the geometric parameters of the railway track and proposed solutions to the issue of introducing the 25 tf/axle load rolling stock in Ukraine. Practical value. On the basis of the obtained results it is possible to estimate the impact of the axial load on the intensity of the track condition changes and to predict the reduction of inter-repair periods in connection with the track deterioration and in accordance with the train speed restriction.

Author Biographies

О. M. Patlasov, Dnipro National University of Railway Transport named after Academician V. Lazaryan

Dep. «Track and Track Facilities», Dnipro National University of Railway Transport named after Academician V. Lazaryan, Lazaryan St., 2, Dnipro, Ukraine, 49010, tel. +38 (056) 373 15 42, e-mail am_patlasov@ukr.net

E. M. Fedorenko, Dnipro National University of Railway Transport named after Academician V. Lazaryan

Dep. «Track and Track Facilities», Dnipro National University of Railway Transport named after Academician V. Lazaryan, Lazaryan St., 2, Dnipro, Ukraine, 49010, tel. +38 (066) 868 53 59 , e-mail rapunzeeelliza@gmail.com

References

Verigo, M. F., & Kogan, A. Y. (1986). Vzaimodeystvie puti i podvizhnogo sostava. Moskow: Transport. (in Russian)

Vliyanie vysokikh osevykh nagruzok na rezhim raboty puti. (1990). Zheleznye dorogi. ISSO transportnykh magistraley: Ekspress-informatsiya, 43, 16-18. (in Russian)

Patlasov, A. M. (1991). Vliyanie osevoy nagruzki, vida promezhutochnykh remontov puti i srokov ikh provedeniya na soprotivlenie dvizheniyu podvizhnogo sostava. Issledovanie vzaimodeystviya puti i pod-vizhnogo sostava, 283(32), 39-45. (in Russian)

Amelin, S. V., Smirnov, M. P., Blazhko, L. I., & Smirnov, V. I. (1982). Intensivnost nakopleniya ostatochnykh deformatsiy puti pri vozdeystvii vagonnoy nagruzki 250 Kn/os. Leningrad. (in Russian)

Kiesova, L. O., Promoskal, V. I., & Chervonyi, V. V. (2018). Metrolohiia ta standartyzatsiia v teploenerhetytsi: pidruchnyk. Kyiv: KPI im. Ihoria Sikorskoho. Retrieved from https://bitly.su/yBfp9N

Patlasov, A. M. (1991). Sovershenstvovanie sistemy planirovaniya remontov zheleznodorozhnogo puti. (Dysertatsiia kandydata tekhnichnykh nauk). Petersburg State Transport University, St. Petersburg. (in Russian)

Polozhennia pro provedennia planovo-zapobizhnykh remontno-koliinykh robit na zaliznytsiakh Ukrainy: TsP-0287. (2015). Kyiv. (in Ukrainian)

Dyrektyva (IeS) 2016/797 Yevropeiskoho Parlamentu ta Rady vid 11 travnia 2016 pro interoperabelnist zaliznychnoi systemy v ramkakh Yevropeiskoho Soiuzu. (2016). Retrieved from http://doszt.gov.ua/content/media/Direktiva-797-UA.pdf (in Ukrainian)

Rybkin, V. V., Patlasov, A. M., & Klimov, V. I. (1988). Napryazhenno-deformirovannoe sostoyanie puti pri vzaimodeystvii vagonov s povyshennoy osevoy nagruzkoy, Problemy mekhaniki zheleznodorozhnogo transporta. Povyshenie nadezhnosti i sovershenstvovanie konstruktsiy podvizhnogo sostava: tezisy dokladov Vsesoyuznoy konferentsii. Dnеpropetrovsk. (in Russian)

Tekhnichni vkazivky shchodo otsinky stanu reikovoi kolii za pokaznykamy koliievymiriuvalnykh vahoniv ta zabezpechennia bezpeky rukhu poizdiv pry vidstupakh vid norm utrymannia reikovoi kolii: TsP-0267. (2012). Kyiv: Poligrafservis. (in Ukrainian)

Umanov, М. І., & Patlasov, А. М. (2012). Sovershenstvovanie otsenki sostoyaniya puti s ispolzovaniem srednekvadraticheskikh otkloneniy ego geometricheskikh parametrov. Bulletin of Dnipropetrovsk National University of Railway Transport, 40, 109-114. (in Russian)

Essveld, K. (1991). Planirovanie putevykh rabot s primeneniem EVM. Railways of the World, 1, 45-47. (in Russian)

Shakhunyants, G. M. (1973). Nagruzki, skorosti, gruzonapryazhennost, put. Trudy MIIT, 443, 3-97. (in Russian)

Korpanec, I., Rebeyrotte, Е., Guigon, М., & Tordai, L. (2005). Increasing axle load in Europe State of the art and perspectives, 8th International Heavy Haul Conference, 2005. Retrieved from https://u.to/sd26FQ (in English)

Ekberg, A., & Kabo, E. (2005). Fatigue of railway wheels and rails under rolling contact and thermal loading – an overview. Wear, 258(7-8), 1288-1300. doi: https://doi.org/10.1016/j.wear.2004.03.039 (in English)

Fischer, S. (2017). Breakage Test of Railway Ballast Materials with New Laboratory Method. Periodica Polytechnica Civil Engineering, 61(4), 794-802. doi: https://doi.org/10.3311/ppci.8549 (in English)

Klimenko, І., Černiauskaite, L., Neduzha, L. & Оchkasov, О. (2018). Mathematical Simulation of Spatial Oscillations of the «Underframe-Track» System Interaction, Intelligent Technologies in Logistics and Mechatronics Systems, ITELMS’2018. Kaunas. (in English)

Kaewunruen, S., Janeliukstis, R., Freimanis, A., & Goto, K. (2018). Normalised curvature square ratio for detection of ballast voids and pockets under rail track sleepers. Journal of Physics: Conference Series, 1106. doi: https://doi.org/10.1088/1742-6596/1106/1/012002 (in English)

Sandström, J., & Ekberg, A. (2008). Predicting crack growth and risks of rail breaks due to wheel flat impacts in heavy haul operations. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 223(2), 153-161. doi: https://doi.org/10.1243/09544097jrrt224 (in English)

Smith, R. A. (2003). The wheel-rail interface – some recent accidents. Fatigue & Fracture of Engineering Materials & Structures, 26(10), 901-907. doi: https://doi.org/10.1046/j.1460-2695.2003.00701.x (in English)

Published

2019-06-24

How to Cite

Patlasov О. M., & Fedorenko, E. M. (2019). IMPACT OF CARS WITH 25 TF/AXLE LOAD ON THE TRACK CONDITION. Science and Transport Progress, (3(81), 87–95. https://doi.org/10.15802/stp2019/171297

Issue

Section

RAILROAD AND ROADWAY NETWORK