Development of safety methods on artificial structures of railway lines

Authors

DOI:

https://doi.org/10.15587/1729-4061.2022.269964

Keywords:

traffic safety, roadway, bending deformation, natural frequencies, vibration forms, vibrodiagnostics

Abstract

The numerous cases of deformation of technogenic objects in the transport industry under increasing axial loads and speeds of motion aggravate the need to solve the problems of early recognition of the nature and causes of deformations of structural elements. The need for this is due to the fact that destructions and accidents, resulting from deformation processes, cause enormous economic, social and environmental damage, incomparable with the funds spent on protective measures.

The object of the study in the article is a railway trestle, consisting of two spans of a ribbed reinforced concrete beam. Determination of the residual resource in terms of bearing capacity and load-carrying capacity of the railway trestle is the main task. The authors have obtained bending deformations (stresses), frequencies of natural vibrations and operating modes of structures of railway trestle spans. The damage degree of the railway overpass spans structures may also be judged by the deviation of the calculated values of the amplitude-phase-frequency characteristics (AFFR) from the standard values. The peculiarity of this research is the fact, that the natural frequencies of railway overpass vibrations are determined either by «tails» of experimental vibrograms (oscillograms) after the load release from the span structure. During the express-diagnostics of railway overpasses, the relative deformations (stresses) of girder spans in the middle of the span, the first frequency (period) of natural vibrations of girder reinforced concrete spans of railway overpasses are used as parameters characterizing the technical condition of the spans. The results of tests and examinations of overpasses to ensure their safe operation have been given

Author Biographies

Assem Akbayeva, Academy of Logistics and Transport

Doctoral Student

Department of Organization of Transportation and Operation of Transport

Gulzhan Muratbekova, Academy of Logistics and Transport

Candidate of Technical Sciences, Assistant Professor

Department of Organization of Transportation and Operation of Transport

Zhanar Altayeva, Academy of Logistics and Transport

Candidate of Technical Sciences, Associate Professor

Department of Organization of Transportation and Operation of Transport

Ivan Bondar, Academy of Logistics and Transport

Candidate of Technical Sciences, Associate Professor

Department of Backbone Engineering

Serik Abibullayev, Academy of Logistics and Transport

Candidate of Technical Sciences, Assistant Professor

Department of Organization of Transportation and Operation of Transport

Saule Bekzhanova, Satbayev University

Doctor of Technical Sciences, Professor

Department of Logistics

Mikhail Kvashnin, Academy of Logistics and Transport

Candidate of Technical Sciences, Associate Professor

Department of Backbone Engineering

References

  1. Capozucca, R., Magagnini, E. (2020). RC beam models damaged and strengthened with GFRP strips under bending loading and free vibration. Composite Structures, 253, 112730. doi: https://doi.org/10.1016/j.compstruct.2020.112730
  2. Lim, T., Park, H. W. (2022). Investigating the modal behaviors of a beam with a transverse crack on a high-frequency bending node. International Journal of Mechanical Sciences, 221, 107217. doi: https://doi.org/10.1016/j.ijmecsci.2022.107217
  3. Cicmancová, S. (2013). Safety of Railway System. Perner’s Contacts, 8 (2), 27–32. Available at: https://pernerscontacts.upce.cz/index.php/perner/article/view/728
  4. Solonenko, V., Makhmetova, N., Musayev, J., Bekzhanova, S., Kvashnin, M. (2019). Stresses in elements of metal railway bridges under the action of the crew. NEWS of National Academy of Sciences of the Republic of Kazakhstan, 2 (434), 159–165. doi: https://doi.org/10.32014/2019.2518-170x.50
  5. Solonenko, V. G., Makhmetova, N. M., Nikolaev, V. A., Kvashnin, M. Ya., Bekzhanova, S. E., Bondar, I. S., Mirzabaev, S. A. (2020). Analysis of the stress-strain state of travel pipes with the use of hardware and software complex. NEWS of National Academy of Sciences of the Republic of Kazakhstan, 1 (439), 181–188. doi: https://doi.org/10.32014/2020.2518-170x.22
  6. Abdullayev, S. S., Bakyt, G. B., Aikumbekov, M. N., Bondar, I. S., Auyesbayev, Y. T. (2021). Determination of natural modes of railway overpasses. Journal of Applied Research and Technology, 19 (1), 1–10. doi: https://doi.org/10.22201/icat.24486736e.2021.19.1.1487
  7. Kosenko, S. A., Bondar, I. S., Kvashnin, M. Y., Chekmareva, G. I. (2022). Ensuring the Passage of Freight Trains with Increased Axle Loads on Railway Bridges. Transportation Research Procedia, 61, 627–635. doi: https://doi.org/10.1016/j.trpro.2022.01.101
  8. Schneider, S., Marx, S. (2018). Design of railway bridges for dynamic loads due to high-speed traffic. Engineering Structures, 174, 396–406. doi: https://doi.org/10.1016/j.engstruct.2018.07.030
  9. Bondar, I., Kvashnin, M., Aldekeyeva, D., Bekzhanova, S., Izbairova, A., Akbayeva, A. (2022). Influence of the deformed state of a road bridge on operational safety. Eastern-European Journal of Enterprise Technologies, 2 (7 (116)), 29–34. doi: https://doi.org/10.15587/1729-4061.2022.255275
  10. OBrien, E. J., Lipari, A., Caprani, C. C. (2015). Micro-simulation of single-lane traffic to identify critical loading conditions for long-span bridges. Engineering Structures, 94, 137–148. doi: https://doi.org/10.1016/j.engstruct.2015.02.019
  11. Yang, Y.-B., Lin, B.-H. (1995). Vehicle-Bridge Interaction Analysis by Dynamic Condensation Method. Journal of Structural Engineering, 121 (11), 1636–1643. doi: https://doi.org/10.1061/(asce)0733-9445(1995)121:11(1636)
  12. Apandi, N., Ma, C.-K., Awang, A. Z., Omar, W. (2021). Structural behaviour of pre-damaged RC columns immediate repaired employing pre-tensioned steel straps. Structures, 34, 964–978. doi: https://doi.org/10.1016/j.istruc.2021.08.039
  13. Pap, Z. B., Kollár, L. P. (2021). The dynamic response of infinitely long constrained bars and its application for modelling SSI. Structures, 34, 875–885. doi: https://doi.org/10.1016/j.istruc.2021.07.082
  14. Li, S., Lu, W., Sun, H., Luan, Y. (2021). Experimental and numerical research on fabricated joint for CFST set in underground construction. Structures, 34, 1291–1299. doi: https://doi.org/10.1016/j.istruc.2021.08.075
  15. Zhu, Z., Quiel, S. E., Khorasani, N. E. (2023). Bivariate structural-fire fragility curves for simple-span overpass bridges with composite steel plate girders. Structural Safety, 100, 102294. doi: https://doi.org/10.1016/j.strusafe.2022.102294
  16. Han, H., Liu, L., Cao, D. (2020). Dynamic modeling for rotating composite Timoshenko beam and analysis on its bending-torsion coupled vibration. Applied Mathematical Modelling, 78, 773–791. doi: https://doi.org/10.1016/j.apm.2019.09.056
  17. Hadj-Mabrouk, H. (2019). Contribution of artificial intelligence and machine learning to the assessment of the safety of critical software used in railway transport. AIMS Electronics and Electrical Engineering, 3 (1), 33–70. doi: https://doi.org/10.3934/electreng.2019.1.33
  18. Moreno Delgado, R., dos Santos R.C., S. M. (1997). Modelling of railway bridge-vehicle interaction on high speed tracks. Computers & Structures, 63 (3), 511–523. doi: https://doi.org/10.1016/s0045-7949(96)00360-4
Development of safety methods on artificial structures of railway lines

Downloads

Published

2022-12-30

How to Cite

Akbayeva, A., Muratbekova, G., Altayeva, Z., Bondar, I., Abibullayev, S., Bekzhanova, S., & Kvashnin, M. (2022). Development of safety methods on artificial structures of railway lines . Eastern-European Journal of Enterprise Technologies, 6(1 (120), 43–52. https://doi.org/10.15587/1729-4061.2022.269964

Issue

Vol. 6 No. 1 (120) (2022): Engineering technological systems

Section

Engineering technological systems

License

Copyright (c) 2022 Assem Akbayeva, Gulzhan Muratbekova, Zhanar Altaeva, Ivan Bondar, Serik Abibullayev, Saule Bekzhanova, Mikhail Kvashnin

Creative Commons License

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

The consolidation and conditions for the transfer of copyright (identification of authorship) is carried out in the License Agreement. In particular, the authors reserve the right to the authorship of their manuscript and transfer the first publication of this work to the journal under the terms of the Creative Commons CC BY license. At the same time, they have the right to conclude on their own additional agreements concerning the non-exclusive distribution of the work in the form in which it was published by this journal, but provided that the link to the first publication of the article in this journal is preserved.

A license agreement is a document in which the author warrants that he/she owns all copyright for the work (manuscript, article, etc.).
The authors, signing the License Agreement with TECHNOLOGY CENTER PC, have all rights to the further use of their work, provided that they link to our edition in which the work was published.
According to the terms of the License Agreement, the Publisher TECHNOLOGY CENTER PC does not take away your copyrights and receives permission from the authors to use and dissemination of the publication through the world's scientific resources (own electronic resources, scientometric databases, repositories, libraries, etc.).
In the absence of a signed License Agreement or in the absence of this agreement of identifiers allowing to identify the identity of the author, the editors have no right to work with the manuscript.
It is important to remember that there is another type of agreement between authors and publishers – when copyright is transferred from the authors to the publisher. In this case, the authors lose ownership of their work and may not use it in any way.