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Application of dynamic vibration dampers for vibration protection of bridge structures

https://doi.org/10.26518/2071-7296-2024-21-6-960-971

EDN: DJUFWK

Abstract

Introduction. The increase in traffic intensity and the prospects for the development of high-speed railway transport require solving the problem of the effectiveness of vibration protection of transport infrastructure facilities by developing innovative solutions. Currently, the issues of combating vibration in relation to the span structures of bridges and overpasses are insufficiently studied. The purpose of the work is to study the promising directions of vibration protection of bridge structures based on the use of dynamic vibration dampers.

Research methodology. To achieve the goal of research and implementation of effective technical solutions in the field of vibration protection of bridge structuresimproved design of dynamic vibration damper is proposed in which inertial mass is fixed on two springs, upper of which is connected to structure protected from vibration, and lower spring to base or foundation of object. Oscillations are damped due to oscillations in antiphase due to free and forced oscillations of auxiliary inertial masses protected from vibrations. This technical solution makes it possible to balance forces of elastic interaction of damping device and object protected against vibration and moments from these forces.

Results. As a result of experimental studies of the prototype of the improved dynamic vibration damper installed on the vibration stand, it was found that the vibration levels in all directions significantly decreased, including in the vertical direction by 5.7 times.

Discussion and conclusion. The obtained positive results of experiments and the relative simplicity of the proposed design make it possible to propose this method of vibration protection of superstructures for both newly designed and already in operation facilities. It is especially important to minimize the possibility of resonant phenomena and pitching. The results of the study will make it possible in the future to ensure the effectiveness of vibration protection of oscillating machines, mechanisms and infrastructure facilities.

About the Authors

V. I. Kochergin
Siberian Transport University
Russian Federation

Viktor I. Kochergin – Dr. of Sci. (Eng.), Associate Professor, Head of the Department “Technology of Transport Engineering and Operation of Machines” 

191, Dusi Kovalchuk St., Novosibirsk, 630049



S. P. Glushkov
Siberian Transport University
Russian Federation

Sergey P. Glushkov – Dr. of Sci. (Eng.), Professor, Professor of the Department “Technology of Transport Engineering and Operation of Machines” 

191, Dusi Kovalchuk St., Novosibirsk, 630049



D. E. Abramenkov
Siberian Transport University
Russian Federation

Dmitrij E. Abramenkov – Dr. of Sci. (Eng.), Professor, Head of the Department “Buildings, Structures and Materials” 

191, Dusi Kovalchuk St., Novosibirsk, 630049



References

1. Kozlova N.A., Mishina V.M. About methods of vibration protection of the buildings’ foundations in a city. Nauka, obrazovanie i eksperimental’noe proektirovanie. 2020; 1: 208–210. (in Russ.) DOI: 10.24411/9999-034А-10044.

2. Kolmogorov G.L., Kychkin V.I., Esipenko I.A. Dynamic response of pavement to the action of moving load. Structural Mechanics of Engineering Constructions and Buildings. 2015; 5: 39–47. (in Russ.)

3. Agostinacchio M., Ciampa D., Olita S. The vibrations induced by surface irregularities in road pavements – a Matlab® approach. European Transport Research Review. 2014; 6: 267–275. DOI 10.1007/s12544-013-0127-8.

4. Osinovskaya V.A. Forecasting of durability of asphalt pavement on the basis of levels of their vibration loading. Science & Technique. 2015; (6): 49–53. (In Russ.)

5. Czech K.R. The impact of the type and technical condition of road surface on the level of traffic-generated vibrations propagated to the environment. Procedia Engineering. Advances in Transportation Geotechnics 3. 2016; 143: 1358–1367. DOI: 10.1016/j.proeng.2016.06.160.

6. Safonov R.A. Typical paving defects in Russia. Bulletin of the South Ural state university. Series Construction Engendering and architecture. 2020; 20, vol. 2: 75–84. DOI: 10.14529/build200210. (in Russ.)

7. Sun M., Nguyen V. Vibration influence of different types of heavy-duty trucks on road surface damage. Maintenance, reliability and condition monitoring. 16 December 2022; 2669–2961. URL: https://www.researchgate.net/publication/367325762. DOI: 10.21595/marc.2022.23020.

8. Žuraulis V., Levulytė L., Sokolovskij E. The impact of road roughness on the duration of contact between a vehicle wheel and road surface. Transport. 2014; 29(4): 431–439. DOI:10.3846/16484142.2014.984330.

9. Loktev A.A., Illarionova L.A. Modeling the Influence of Local Irregularities of the Railway Track on Vibration Propagation. Transport of the Russian Federation. 2024; (2): 39-41. (In Russ.)

10. Illarionova L.A., Loktev A.A., Bokov S.S. Dynamic Impact of Crew on Viscoelastic Base Plate of Urban Transport. Science and Technology in Transport. 2023; (1): 52–56. (In Russ.) EDN: CHMOKL

11. Loktev A.A., Barakat A. Behavior analysis of span structures with cracks during vibrations. Russian journal of transport engineering. 2022; 9, vol. 3. (in Russ.) URL: https://t-s.today/PDF/04SATS322.pdf. DOI: 10.15862/04SAT322.

12. Ovchinnikov I.G., Ovchinnikov I.I., Majstrenko I.YU., Kokodeev A.V. Failures and collapses of bridge constructions, analysis of their causes. Part 1.Russian journal of transport engineering. 2017; 4, vol. 4. URL: https://t-s.today/PDF/14TS417.pdf. DOI: 10.15862/14TS417.

13. Loktev A.A., Korolev V.V., Shishkina I.V. Features of assessing the condition and behavior of low-water bridges. RUSSIAN RAILWAY SCIENCE JOURNAL. 2021; 80(6): 334–342. (In Russ.) https://doi.org/10.21780/2223-9731-2021-80-6-334-342

14. Castaldo P. Passive energy dissipation devices. Integrated seismic design of structures and Control systems. November 2014: 21–62. DOI: 10.1007/978-3-319-02615-22.

15. Dallard Р. et al. Millennium Bridge, London: Problems and solutions. Structural Engineer. Project: London Millennium Pedestrian Bridge. January 2001; 79(8): 15–17.

16. Liu, K., Liu, J. The damped dynamic vibration absorbers: revisited and new result. Journal of Sound and Vibration. 2005; 284 (3-5): 1181–1189. DOI:10.1016/j.jsv.2004.08.002.

17. Ovchinnikov I.I., Ovchinnikov I.G., Filippova V.O. Dancing bridge in Volgograd: reasons, analogies, measures. Part 1. Reasons.Naukovedenie. 2015; 7, vol. 6: 1–21. URL: https://naukovedenie.ru/PDF/08KO615.pdf. DOI: 10.15862/08KO615.

18. Korytov M.S., Kashapova I.E., Shcherbakov V.S. Optimization method for main parameters of vibration protection system in motor grader seat with quasi-zero static characteristic. The Russian Automobile and Highway Industry Journal. 2023; 20(2): 180–193. (In Russ.) https://doi.org/10.26518/2071-7296-2023-20-2-180-193. EDN: WKLVVO

19. Zhang W., Qian Ch., Pan L., Wang Y., Xu N. Design and research of a closed active quasi-zero stiffness vibration isolation device. Journal of precision instrument and machinery. 2022; 2, vol. 1: 18 – 24. DOI: 10.23977/jpim.2022.020103.

20. Klitnoi V, Gaydamaka A. On the problem of vibration protection of rotor systems with elastic adaptive elements of quasi-zero stiffness. Diagnostyka. 2020; 21(2): 69–75. DOI: 10.29354/diag/122533.

21. Zotov A.N., Kreminsky D.A. Equal frequency vibration isolating system based on an elastic element moving between the guides of the calculated shape perpendicular to their axis of symmetry. Transport and Storage of Oil Products and Hydrocarbons. 2020; no. 3: 87–91. DOI:10.24411/0131-4270-2020-10316

22. Sergey P. Glushkov, Victor I. Kochergin. Use of devices with quasi-zero stiffness for vibration protection of machines and mechanisms, Marine intellectual technologies. 2024; 3 part 1: P. 113–119. DOI: 10.37220/MIT.2024.65.3.030

23. Glushkov S.P., Kochergin V.I. New approaches to vibration protection of machines. Fundamental and Applied Transport Issues. 2022; 1 (4): 41–47. DOI: 10.52170/2712-9195/2022_1_41. (in Russ.)

24. Glushkov S.P., Kochergin V.I., Provornaya D.A. Reduction of vertical acceleration bridge structure. The Siberian Transport University Bulletin. 2022; (63): 77–85. (In Russ.). DOI: 10.52170/1815-9265_2022_63_77.


Review

For citations:


Kochergin V.I., Glushkov S.P., Abramenkov D.E. Application of dynamic vibration dampers for vibration protection of bridge structures. The Russian Automobile and Highway Industry Journal. 2024;21(6):960-971. (In Russ.) https://doi.org/10.26518/2071-7296-2024-21-6-960-971. EDN: DJUFWK

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ISSN 2071-7296 (Print)
ISSN 2658-5626 (Online)