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Accounting for the Rigidity of Steel Cables When Assessing Their Tension Force Based on the Results of Measuring the Frequency of Natural Vibrations

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Abstract

The results of a previously performed survey of steel cables of a cable-stayed crossing where the tension force was determined based on the frequency of their transverse vibrations are considered. The features of the methodology for measuring the natural frequencies of rope vibrations are revealed concerning the method of excitation ща vibrations, their orientation, and the volume of an informative sample of recorded frequencies. The physical model underlying the measurement technique does not take into account the elastic bending reaction of the cable and viscous friction. It is shown that taking into account these factors allows one not only to increase the accuracy of measuring the tension force, but also opens up a possibility for detecting cable defects. For example, the breakage of cable fibers, its thinning as a result of corrosion or abrasion could lead to a decrease in bending stiffness. A change in the state of the cable lubricant or the penetration of liquid into the cable leads to a change in the damping coefficient of its vibrations. The results of the study can be used to create systems for monitoring the condition of steel cables.

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REFERENCES

  1. Bugaev, V.Ya., Research of design issues of cable-stayed bridge systems, Cand. Sci. (Eng.) Dissertation, Leningrad, 1975.

  2. Siviryuk, V.L., Gramotnik, V.K., Bezrukov, A.N., and Shtaiger, A.G., Magnetic-field testing of steel ropes via a KRM-TsK-2M instrument, Russ. J. Nondestr. Test., 2006, vol. 42, no. 6, pp. 363–368.

    Article  CAS  Google Scholar 

  3. Semenov, A.V. and Slesarev, D.A., Nondestructive testing of strand ropes of large diameters, Kontrol’. Diagn., 2019, no. 4, pp. 20–27. https://doi.org/10.14489/td.2019.04.pp.020-027

  4. Mazurek, P., Roskosz, M., and Kwaśniewski, J., Influence of the size of damage to the steel wire rope on the magnetic signature, Sensors, 2022, vol. 22, no. 21, p. 8162. https://doi.org/10.3390/s22218162

    Article  Google Scholar 

  5. Zhang, D., Zhang, E., and Yan, X., Quantitative method for detecting internal and surface defects in wire rope, NDT & E Int., 2021, no. 119, p. 102405. https://doi.org/10.1016/j.ndteint.2021.102405

  6. Osipov, S.P., Chakhlov, S.V., Batranin, A.V., Zhumabekova, Sh.T., and Yadrenkin, I.G., Selection of optimal X-ray radiation energies in digital radiography systems of steel ropes, Pribory i Sistemy Upravleniya, Kontrol i Diagnostika, 2016, no. 5, pp. 37–45.

  7. Peng, P.-C. and Wang, C.-Y., Use of gamma rays in the inspection of steel wire ropes in suspension bridges, NDT & E Int., 2015, no. 75, pp. 80–86. https://doi.org/10.1016/j.ndteint.2015.06.006

  8. Akhmedov, A.D., To the calculation of the reference contour of a radial-cable-stayed two-belt system, Al’m. Sovrem. Nauk. Obraz., 2014, nos. 5–6 (84), pp. 27–35.

  9. Vorontsov, A.N., Slesarev, D.A., Volokhovsky, V.Yu., and Shpakov, I.I., Diagnostic indicators of steel ropes as the initial data of the forecast of the residual resource, Kontrol’. Diagn., 2010, no. 5, pp. 30–34.

  10. Slesarev, D.A. and Vorontsov, A.N., The probabilistic characteristics of estimation of the residual strength and operation lifetime of steel wire rope based on the results of nondestructive testing, Russ. J. Nondestr. Test., 2016, vol. 52, no. 2, pp. 95–101.

    Article  Google Scholar 

  11. Akhmedov, A.D., Methods for determining the stress-strain state of a radial-cable system at the pre-tension stage, in Tradit. Innovatsii Stroit. Arkhit. Stroit. Stroit. Tekhnol. Sb. Statei 78th Vseross. Nauchn. Tekhn. Konf. (Tradition and Innovation in Construction and Architecture. Construction and Building Technologies: Coll. Art. 78th All-Russ. Sci.-Tech. Conf.), Shuvalova, M.V., Pishchuleva, A.A., and Strelkova, A.K., Eds., Samara, April 19–23, 2021, Samara: Samara State Tech. Univ., 2021, pp. 945–956.

  12. Meheda, V.A., Tenzometricheskii metod izmereniya deformatsii: ucheb. posobie (Strain Gauge Method for Measuring Deformations: A Textbook), Samara: Izd. Samarsk. Gos. Aerokosm. Univ., 2011.

  13. Tashtanbayeva, V.O., Rope tension control device of mine lifting installations, Gornaya Prom-st., 2020, no. 4, pp. 125–128. https://doi.org/10.30686/1609-9192-2020-4-125-128

  14. Yashnov, A.N., Chaplin, I.V., Polyakov, S.Yu., and Snezhkov, I.I., RF Patent 2613484, 2017.

  15. Novikov, V.F., Scientific research and diagnostics of the technical condition of the steel structures of the cable-stayed crossing of the field gas pipeline across the Purpe River on the territory of the Gubkinskoye gas field, R & D Report (Final) for agreement no. 101 of April 20, 2018, Tyumen: Tyumen Ind. Univ., 2018.

    Google Scholar 

  16. Muratov, K.R., Sokolov, R.A., Safargaliev, R.F., and Mamadaliev, R.A., Modeling of load distribution of steel structures of a cable-stayed transition when the efforts of the cable system are unbalanced, Inzh. Vestn. Dona, 2022, no. 12 (96).

  17. Rabotnov, Yu.N., Soprotivlenie materialov (Resistance of Materials), Moscow: Fizmatgiz, 1962.

  18. Malinovskii, V.A., Stal’nie kanaty: analiticheskii spravochnik (Steel Ropes: An Analytical Reference Book), Odessa: Astroprint, 2016.

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Funding

The authors thank the national project “Science and Universities” of the Ministry of Science and Higher Education of the Russian Federation, project no. FEWN- 2021-0012, for the support of this study.

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Authors and Affiliations

  1. Tyumen Industrial University, 625000, Tyumen, Russia

    K. R. Muratov, V. F. Novikov, S. M. Kulak, R. A. Sokolov, R. F. Safargaliev, S. A. Musikhin & V. V. Probotyuk

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  1. K. R. Muratov
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  2. V. F. Novikov
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  3. S. M. Kulak
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  4. R. A. Sokolov
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  5. R. F. Safargaliev
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  7. V. V. Probotyuk
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Correspondence to K. R. Muratov, S. M. Kulak, R. A. Sokolov, R. F. Safargaliev, S. A. Musikhin or V. V. Probotyuk.

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Muratov, K.R., Novikov, V.F., Kulak, S.M. et al. Accounting for the Rigidity of Steel Cables When Assessing Their Tension Force Based on the Results of Measuring the Frequency of Natural Vibrations. Russ J Nondestruct Test 59, 141–148 (2023). https://doi.org/10.1134/S1061830923700250

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  • DOI: https://doi.org/10.1134/S1061830923700250

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