Assessment of the safety level of reinforced concrete bridge structures as part of hydraulic structures
https://doi.org/10.26897/1997-6011-2024-4-58-66
Abstract
This article discusses the issue of operational damage to concrete and reinforced concrete bridge structures. The purpose of the study is to determine the safety level of the operated engineering structures of the bridge as part of a hydraulic structure. Using the example of work on the technical condition survey, the stability of reinforced concrete structures of the lock bridge No. 11 of Perervinsky hydroelectric complex of the Moscow Canal is calculated. The results of the technical condition survey and safety assessment of the bridge as part of the lock are presented. The data obtained made it possible to determine the safety level of the operated engineering structures based on the establishment of the category of technical condition.
About the Authors
B. А. Bondarev
Lipetsk State Technical University
Russian Federation
Russian Federation
Boris А. Bondarev, DSc (Eng), professor
Lipetsk, Moskovskaya str., 30
P. V. Bokov
Russian State Agrarian University – Moscow Timiryazev Agricultural Academy
Russian Federation
Russian Federation
Pavel V. Bokov, CSc, associate professor
SCOPUS57190971331, AuthorID: 278834
49, Timiryazevskaya str., Moscow
I. I. Popov
Russian State Agrarian University – Moscow Timiryazev Agricultural Academy
Russian Federation
Russian Federation
Ivan I. Popov, PhD, director of the center of the inter-universities scientific communication
WOS Researcher ID: T-4467-2019; Scopus ID: 56763512000
49, Timiryazevskaya str., Moscow
A. B. Bondarev
Lipetsk State Technical University
Russian Federation
Russian Federation
Alexander B. Bondarev, CSc (Eng), associate professor
Lipetsk, Moskovskaya str., 30
V. K. Zhidkov
Tambov State Technical University
Russian Federation
Russian Federation
Vladimir K. Zhidkov, post graduate student
Leader ID6038852
Tambov, ul. Sovetskaya str., 106/5
D. A. Khripunkov
Lipetsk State Technical University
Russian Federation
Russian Federation
Dmitry A. Khripunkov, holder of master’s degree
Lipetsk, Moskovskaya str., 30
References
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10. Scientific and technical report on the results of a survey of the technical condition and calculation of the stability of reinforced concrete structures of the gateway bridge No. 11 of the Perervinsky hydroelectric complex of the Moscow Canal. – LLC “Lipetsknitsstroyproekt”, Lipetsk, 2017. 127 p.
Review
For citations:
Bondarev B.А., Bokov P.V., Popov I.I., Bondarev A.B., Zhidkov V.K., Khripunkov D.A. Assessment of the safety level of reinforced concrete bridge structures as part of hydraulic structures. Prirodoobustrojstvo. 2024;(4):58-66. (In Russ.) https://doi.org/10.26897/1997-6011-2024-4-58-66
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