Preview

Bulletin of Siberian State University of Transport

Advanced search

Numerical modeling of continuously welded rails elastic displacements in the presence of a braking factor for trains driven by modern locomotives

https://doi.org/10.52170/1815-9265_2025_74_103

Abstract

   Modern approaches to the design, construction and maintenance of continuously welded rails do not fully take into account the specifics of their stress-strain state. In particular, the factor of train braking, as one of the most unfavorable factors of external influence on the continuously welded rails design, is not taken into account.
   The need for a theoretical and experimental approach to increasing the reliability of assessing the continuously welded rails temperature reliability under variable operating conditions in the presence of a braking factor for trains pulled by modern and advanced types of locomotives is identified.
   The article presents the results of continuously welded rails numerical modeling in the presence of an electrodynamic braking factor. The values of continuously welded rails elastic displacements obtained from the modeling results are compared with the results of full-scale experiments, with the calculated values according to the method of Professor N. I. Karpushchenko, with the calculated values according to the improved method, taking into account the railway line plan, the variability of the values of the adhesion coefficient of the wheel and rail, as well as the features of the locomotive braking modes. The spread of the values of elastic displacements found from the results of modeling and experiment is within 18 %, which indicates sufficient accuracy of the model.
   A numerical model has been developed and verified using the finite element method. Theoretical principles for assessing the stress-strain state of a continuously welded rails in the presence of a braking factor using the finite element method are proposed.
   The hypothesis that locally occurring longitudinal forces are initiated by a braking train in the continuously welded rails and affect its stability reserve is confirmed.

About the Author

I. K. Ardyshev
Siberian Transport University
Russian Federation

Ilya K. Ardyshev – Lecturer of the Track and Track Facilities Department

Novosibirsk



References

1. Karpuschenko N. I., Ardyshev I. K. New problems of CWR maintaining in particularly heavy-duty tracks. The Siberian Transport University Bulletin. 2023;(64):5–14. (In Russ.).

2. Ardyshev I. K. Longitudinal deformations of continuously welded rail track under recuperative braking of trains in inclement climatic conditions. The Siberian Transport University Bulletin. 2024;(69):41-48. (In Russ.).

3. Karpuschenko N. I., Ardyshev I. K., Ermakhanova R. S. Stability of continuous welded rails to lateral shear under the train. The Siberian Transport University Bulletin. 2021;(56):57–64. (In Russ.).

4. Suslov O. A., Grishina M. A. Calculation of the optimal temperature for fixing continuous welded rails based on a multifactorial analysis of the laying operating conditions. Volga Region Transport Bulletin. 2025;(109):148–153. (In Russ.).

5. Stoyanovich G. M., Pupatenko V. V., Gilmutdinov S. A. Stress-free temperature of continuous welded rail on a regular operating mode. Transport in the Asia-Pacific Region. 2019;(21):36–39. (In Russ.).

6. Novakovich V. I., Karpachevsky G. V., Zalavsky N. I. [et al.]. Review the Instructions for the construction, laying, maintenance and repair of CWR. Track and Track Facilities. 2023;(8):32–33. (In Russ.).

7. Pevzner V. O., Gromova T. I., Petropavlovskaya I. B. [et al.]. Impact of electric locomotives with asynchronous motors on the track. Track and Track Facilities. 2022;(11):2–5. (In Russ.).

8. Ardyshev I. K. Modeling of longitudinal deformations of continuously welded rail track under train braking in difficult operating conditions of Siberia. Fundamental and Applied Transport Issues. 2024;(15):43–50. (In Russ.).

9. Karpuschenko N. I. Reliability of connections between rails and base. Moscow; Transport, 1986. 150 p. (In Russ.).

10. Gorokh N. A. Securing link track on wooden sleepers against theft during regenerative braking of trains and temperature deformations of rails. Speciality 05.22.06 ‘Railway track and track machines’: thesis for the degree of Candidate of Engineering. Gorokh Nikolay Andreevich; Novosibirsk Institute of Railway Engineers. Novosibirsk, 1988. 181 p. (In Russ.).

11. Instruction for the design, installation, maintenance and repair of continuously welded rail track: approved by Russian Railways dated April 10, 2023 No. 2544r. 176 p. (In Russ.).


Review

For citations:


Ardyshev I.K. Numerical modeling of continuously welded rails elastic displacements in the presence of a braking factor for trains driven by modern locomotives. Bulletin of Siberian State University of Transport. 2025;(2):103-109. (In Russ.) https://doi.org/10.52170/1815-9265_2025_74_103

Views: 5


Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 License.


ISSN 1815-9265 (Print)