Features and modern methods for the technical condition control of artificial structures with railway trusses form spans
https://doi.org/10.52170/1815-9265_2024_71_55
Abstract
The technical condition of bridge structures in the form of farms used for railway traffic is the subject of wide scientific discussions at present. Ensuring this technical condition is a rather significant scientific problem, the solution of which is now becoming increasingly practical. Obviously, one of the most effective tools for managing this technical condition of such structures is the monitoring of engineering structures. A brief technical and operational analysis of railway farms was carried out in the article, highlighting the main problems of their maintenance. The existing monitoring systems (subsystems) were reviewed with a brief description of their operating principles. Proposals for improving existing solutions and approaches to monitoring are described. The relevance of considering this issue is especially important when justifying the optimal number of controlled parameters. This question constantly arises when design documentation undergoes state examination, as well as when communicating with the customer when justifying costs. It is especially important at the stage of developing a monitoring program to take into account the need to analyze the structure from the point of view of its representation by the monitoring object. Obviously, this requires a transition from the subjective determination of control points based on an ideal structure model to strict mathematical dependencies. The condition of the structure in this case, characterized by the number and types of defects, as well as an assessment of permanent and temporary impacts. As an example, data are given on the survey of two bridge structures for a railway with spans in the form of trusses.
About the Authors
O. V. OsetinskiyRussian Federation
Oleg V. Osetinskiy, Head of the Project Department; Postgraduate of the Higher School of Industrial, Civil and Road Construction
Saint Petersburg
A. A. Belyi
Russian Federation
Andrey A. Belyi, Chief Specialist; Associate Professor of Bridges and Tunnels Department, Candidate of Engineering, Associate Professor
Saint Petersburg
Tashkent
A. A. Antonyuk
Russian Federation
Anatoly A. Antonyuk, Leading Engineer; Research Engineer of Bridges Department
Saint Petersburg
G. V. Osadchiy
Russian Federation
German V. Osadchiy, Chief Engineer; Associate Professor of Automation and Telemechanics Department, Full Member of the International Transport Academy, Candidate of Engineering
Saint Petersburg
Tashkent
References
1. Bokarev S. A. Management of the technical condition of artificial structures of Russian railways based on new information technologies. Novosibirsk: Publishing House of Siberian Transport University; 2002. 276 p. (In Russ.).
2. Belyj A. A., Sobor V. Operational condition of bridge supports of the October Railway facilities. Proceedings of the International Scientific and Technical Conference. New Technologies in Bridge Construction. 2017. P. 15– 21. (In Russ.).
3. Kondratov V. V. Vibrations of lattice elements of the main trusses of metal superstructures of railway bridges. Specialty 05.23.15 Bridges and transport tunnels. Dissertation for the Degree of Candidate of Engineering. Kondratov Vladimir Vladimirovich. Leningrad Institute of Railway Engineering. Leningrad; 1984. 249 p. (In Russ.).
4. Smirnova O. V. Theoretical foundations and methods of managing the technical condition of operated bridges. Specialty 05.23.11 Design and construction of roads, subways, airfields, bridges and transport tunnels. Dissertation for the Degree of Candidate of Engineering. Smirnova Olga Vladimirovna. Moscow Institute of Transport Engineers. Moscow; 2004. 116 p. (In Russ.).
5. Yashnov A. N., Murovannyi Yu. N., Rashchepkin A. A., Rybalov Yu. V., Slyusar A. V. Research of the stress-strain state of the metal superstructure of the bridge across the Tom River in Novokuznetsk. The Siberian Transport University. 2007;(17):31–41. (In Russ.).
6. Kisel M. A. Determination of fatigue load in the calculation of railway bridges with a superstructure made of steel trusses. Modernization and Scientific Research in the Transport Complex. 2015;1:392–394. (In Russ.).
7. Kim Yu. G., Borovik G. M. Diagnostics of technical resource by parameters of the actual condition of steel superstructures with through main trusses. Scientific, Technical and Economic Cooperation of the Asia-Pacific Countries in the 21st Century. 2016. Vol. 1. P. 409–414. (In Russ.).
8. Ivanov E. O. Assessment of the technical condition of lattice spans of railway bridges based on the monitoring results. Fundamental and Applied Issues of Transport. 2022;(7):87–94. (In Russ.).
9. Bystrov N. S. Comparative analysis of methods for calculating the resistance of a truss railway bridge to progressive collapse. Railway Transport and Technology. Proceedings of the International Scientific and Practical Conference. 2023. Vol. 1 (249). P. 113–117. (In Russ.).
10. Ivanov V. V. Named the cause of the collapse of the railway bridge near Murmansk. Electronic Gazette Lenta. 2020. (In Russ.). URL: https://lenta.ru/news/2020/06/09/most/.
11. Savina M. V. Using artificial intelligence to assess and control the technical condition of buildings and structures. Innovative Potential for Society Development. A View of Young Scientists. Proceedings of Scientific Articles from the 4th All-Russian Scientific Conference of Advanced Developments. Kursk; 2023. P. 404–408.
12. Belyi A. A., Karapetov E. S., Efimenko Yu. S. Structural health and geotechnical monitoring during transport objects construction and maintenance (Saint Petersburg). Procedia Engineering. 2017;189:145–151.
13. Hiller B., Yambaev H. K. Study of automated system of deformation monitoring of lock chambers. News of Higher Educational Institutions. Geodesy and Aerial Photography. 2016;(3):33–38. (In Russ.).
14. Efanov D. V. Functional control and monitoring of railway automation and telemetry devices: Monograph. Saint Petersburg: Emperor Alexander I St State Transport University; 2016. 171 p. (In Russ.).
15. Efanov D. V., Osadchiy G. V., Sedykh D. V., Barch D. V. Organization of continuous monitoring of railway contact network supports inclination angles. Transport of the Urals. 2017;(53):37–41. (In Russ.).
16. Elkhutov S. N. Modern means of monitoring and diagnostics of the technical condition of the superstructure of a railway track. Proceedings of scientific papers of the Angarsk State Technical University. 2010. Vol. 1, No. 1. P. 131– 138. (In Russ.).
17. Yashchenko A. I. From water level to high-precision inclinometer. Information Agency GROM. 2010. No. 4. P. 17–19. (In Russ.).
18. Belyi Andrei, Osadchiy German, Dolinskiy Kirill. Practical Recommendations for Controlling of Angular Displacements of High-Rise and Large Span Elements of Civil Structures. Proceedings of IEEE East-West Design & Test Symposium (EWDTS’2018). 2018. Vol. 188. P. 176–183.
19. Bryn M. Ya., Tolstov E. G., Nikitchin A. A. [et al.]. Geodetic monitoring of cable-stayed bridge deformations based on satellite technologies. The Bulletin of the Emperor Alexander I St State Transport University. 2009;2(19):120–128. (In Russ.).
20. Syrkov A. V., Krutikov O. V. Optimization of the life cycle of the bridge to Russkiy Island in Vladivostok by means of risk analysis and monitoring. Automation in Industry. 2012;(9):45–50. (In Russ).
21. Ovchinnikov I. G., Kosaurov A. P., Surov D. I. Continuous remote monitoring and diagnostics of the technical condition of bridges. Engineering and Construction Bulletin of the Caspian Region. 2019;(29):16–24. (In Russ.).
22. Yashnov A. N., Kuzmenkov P. Yu., Ivanov E. O. Monitoring development of the bridges technical condition. Track and Track Facilities. 2021;(7):14–18. (In Russ.).
23. Yashnov A. N., Baranov T. M. Some results of the dynamic monitoring system of the academic bridge across the Angara River in Irkutsk. Journal of Construction and Architecture. 2017;(60):199–209. (In Russ.).
24. The bridge will check itself. Gudok. 2021. № 183. (In Russ.). URL: https://gudok.ru/zdr/169/?ID=1581934.
25. Smart Bridge. Digital twin of the railway bridge across the Kola River in the Murmansk Region. You Tube. (In Russ.). URL: https://youtu.be/TgxhgjUxcUk.
Review
For citations:
Osetinskiy O.V., Belyi A.A., Antonyuk A.A., Osadchiy G.V. Features and modern methods for the technical condition control of artificial structures with railway trusses form spans. Bulletin of Siberian State University of Transport. 2024;(4):55-65. (In Russ.) https://doi.org/10.52170/1815-9265_2024_71_55