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Received 17.12.2021

Revised 10.05.2022

Accepted 14.06.2022

Retrieved from Iss. 111, 2022

Pages 22 -30

  • 118 Views

Suggested citation

Gameliak, I., Kriuchatov, S., & Oksen, Ye. (2022). DETERMINATION OF TENSIONS OF SUSPENDED ROPES OF THE BRIDGE BY FREQUENCY OF NATURAL OSCILLATIONS. Automobile Roads and Road Construction, (111), 22-30. https://doi.org/10.33744/0365-8171-2022-111-022-030

DETERMINATION OF TENSIONS OF SUSPENDED ROPES OF THE BRIDGE BY FREQUENCY OF NATURAL OSCILLATIONS

Igor Gameliak Sergii Kriuchatov Yevhen Oksen

Abstract

The article deals with the issues of development and use of equipment for digital measurements of rope tension based on the frequency of free transverse oscillations. accurate measurement of rope tension is of practical importance. The relevance of this task for the national economy of Ukraine lies in the need to develop a simple and reliable method and equipment for quick and convenient measurement by construction engineers and operating engineers of rope tension in the construction industry. The practical significance of the work lies in the need to timely bring the span structure of the Arch Bridge of the Podilsky bridge crossing over the Dnipro River in Kyiv to the design position after the installation of metal structures with the transfer of the weight of the bridge truss to four main supports and 64 suspension cables with full unloading of four mounting supports for further arrangement of the bridge deck and completion of construction works. The object of the research is the process of measuring the tension of suspension ropes from the own weight of the metal part of the bridge during bringing the truss of the Arch Bridge to the design position of the metal structural elements of the bridge. The subject of the study is the determination of the impact of the combined movement of the upper attachment points (threaded cylindrical couplings) of 64 suspended ropes on the redistribution of the frequencies of natural oscillations and tensions in their contours. The conducted research made it possible to develop specialized equipment for measuring and recording vibration signals of hanging ropes

Keywords:

suspension bridge, suspension rope, oscillations, natural frequency, tension, measurement, equipment, industrial application

References

  1. DSTU B V.2.6-124:2010 (GOST 22362-77, MOD). (2010). Reinforced concrete structures. Methods for measuring prestressing force in reinforcement. Kyiv: State Standards of Ukraine.
  2. Instruction for the operation of steel ropes in the coal and shale industry. (1968). Moscow: Nedra.
  3. Irvine, H.M., & Caughey, T.K. (1974). The linear theory of free vibration of a suspended cable. Proceedings of the Royal Society of London. Series A, Mathematical and Physical Sciences, 341(1666), 299-315.
  4. Shinke, T., Hironaka, K., Zui, H., & Nishimura, H. (1980). Practical formulas for estimation of cable tension by vibration method. Proceedings of JSCE, 294, 25-34.
  5. Shimada, T., Kimoto, K., & Narui, S. (1989). Study on estimating tension of tied hanger rope of suspension bridge by vibration method. Proceedings of JSCE, 404(I-11), 455-458.
  6. Zui, H., Shinke, T., & Namita, Y.H. (1996). Practical formulas for estimation of cable tension by vibration method. Journal of Structural Engineering (ASCE), 122(6), 651-656.
  7. Kim, B.H., Park, T., Shin, H., & Yoon, T.-Y. (2007). A comparative study of the tension estimation methods for cable supported bridges. Steel Structures, 7, 77-84.
  8. Korniiev, M.M. (2010). Steel bridges: Theoretical and practical guide to design (Vol. 1). Kyiv: Akadempres Publishing House.
  9. Korniiev, M.M. (2010). Steel bridges: Theoretical and practical guide to design (Vol. 2). Kyiv: Akadempres Publishing House.
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https://doi.org/10.33744/0365-8171-2022-111-022-030

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