Study of the Technical Condition of the Bridge Structure

Abstract:

The assessment of bridge structures is not only relevant, but also an integral part of effective infrastructure management aimed at ensuring safety, convenience and comfort for citizens. Many bridges have been destroyed due to imperfect design, the use of low-quality materials, and inappropriate construction methods. Consideration of natural and human factors in the design, construction and operation of bridge structures is key to ensuring their safety, durability and long-term performance. Any defects require careful monitoring, assessment and timely repair to ensure the safety and reliability of bridges. Various methods are used to inspect bridge structures. Inspection methods can be used individually or in combination to obtain comprehensive information on the condition of bridge structures and take the necessary measures for their maintenance and repair. In work to determine the stresses in a bridge, we use the finite element method (LIRA 9.4 R3). The inspection of the bridge's structures revealed a number of defects resulting from corrosion processes, operational factors and certain structural deficiencies. To ensure the durability of the bridge structures, it is necessary to reconstruct the bridge.

• Periodical: Applied Mechanics and Materials (Volume 924)
• Pages: 181-189
• DOI: https://doi.org/10.4028/p-vZ3SmC
• Online since: December 2024
• Authors: Yurii Otrosh*, Nina Rashkevich, Ihor Mamontov, Olena Kuleba
• Keywords: Bridge Construction, Safety, Stability, Strength, Stress, Stressed-Deformed Condition, Technical Condition

References

[1] Sadkovyi, V., Andronov, V., Semkiv, O., Kovalov, A., Rybka, E., Otrosh, Yu. et. al.; Sadkovyi, V., Rybka, E., Otrosh, Yu. (Eds.) (2021). Fire resistance of reinforced concrete and steel structures. Kharkiv: РС ТЕСHNOLOGY СЕNTЕR, 180.

DOI: 10.15587/978-617-7319-43-5

[2] Loboichenko, V., Nikitina, N., Leonova, N., Konovalova, O., Bondarenko, A., Zemlianskyi, O., Rashkevich, N. Study of the features of determination of heavy metals in bottom sediments. In IOP Conference Series: Earth and Environmental Science, 1348 (1) (2024) p.012014.

DOI: 10.1088/1755-1315/1348/1/012014

[3] Kovalov, A., Otrosh, Y., Vedula, S., Danilin, O., Kovalevska, T. (2019). Parameters of fire-retardant coatings of steel constructions under the influence of climatic factors. Naukovyi Visnyk Natsionalnoho Hirnychoho Universytetu, 3, 46–53.

DOI: 10.29202/nvngu/2019-3/9

[4] Kovalov, A., Purdenko, R., Otrosh, Y., Tоmеnkо V., Rashkevich, N., Shcholokov, E., Pidhornyy, M., Zolotova, N., & Suprun, O. Assessment of fire resistance of fireproof reinforced concrete structures. Eastern-European Journal of Enterprise Technologies, 5 (1 (119)) (2022) 53–61.

DOI: 10.15587/1729-4061.2022.266219

[5] Otrosh, Y., Rybka, Y., Danilin, O., Zhuravskyi, M. Assessment of the technical state and the possibility of its control for the further safe operation of building structures of mining facilities. EDP Sciences. In E3S Web of Conferences. 123 (2019) 01012.

DOI: 10.1051/e3sconf/201912301012

[6] Bashynska, O., Otrosh, Y., Holodnov, O., Tomashevskyi, A., & Venzhego, G. Methodology for Calculating the Technical State of a Reinforced-Concrete Fragment in a Building Influenced by High Temperature. Materials Science Forum, 1006 (2020)166–172.

DOI: 10.4028/www.scientific.net/msf.1006.166

[7] Deng, L., Wang, W., & Yu, Y. State-of-the-art review on the causes and mechanisms of bridge collapse. Journal of Performance of Constructed Facilities, 30(2) (2016) 04015005.

DOI: 10.1061/(asce)cf.1943-5509.0000731

[8] Naser, M. Z., Hawileh, R. A., & Abdalla, J. A. Fiber-reinforced polymer composites in strengthening reinforced concrete structures: A critical review. Engineering Structures, 198 (2019) 109542.

DOI: 10.1016/j.engstruct.2019.109542

[9] Andrii Kovalov, Yurii Otrosh, Oleksandr Chernenko, Maxim Zhuravskij, Marcin Anszczak (2021). Modeling of Non-Stationary Heating of Steel Plates with Fire-Protective Coatings in Ansys under the Conditions of Hydrocarbon Fire Temperature Mode. In Materials Science Forum. Trans Tech Publications Ltd. Volume 1038 - pp.514-523.

DOI: 10.4028/www.scientific.net/msf.1038.514

[10] Razmi, J.; McCabe, M. Analytical and Computational Modeling of Integral Abutment Bridges Foundation Movement due to Seasonal Temperature Variations. Int. J. Geomech. 20 (2020) 04019189.

DOI: 10.1061/(asce)gm.1943-5622.0001622

[11] Fang, J., Ishida, T., Fathalla, E., & Tsuchiya, S. Full-scale fatigue simulation of the deterioration mechanism of reinforced concrete road bridge slabs under dry and wet conditions. Engineering Structures. 245 (2021) 112988.

DOI: 10.1016/j.engstruct.2021.112988

[12] Akiyama, M., Matsuzaki, H., Dang, H. T., & Suzuki, M. Reliability-based capacity design for reinforced concrete bridge structures. Structure and Infrastructure Engineering. 8(12) (2012) 1096-1107.

DOI: 10.1080/15732479.2010.507707

[13] N. Rashkevich, R. Shevchenko, I. Khmyrov, A. Soshinskiy Investigation of the Influence of the Physical Properties of Landfill Soils on the Stability of Slopes in the Context of Solving Civil Security Problems, Materials Science Forum, 1038 (2021) 407–416.

DOI: 10.4028/www.scientific.net/msf.1038.407

[14] Akiyama, M., Frangopol, D. M., & Ishibashi, H. Toward life-cycle reliability-, risk-and resilience-based design and assessment of bridges and bridge networks under independent and interacting hazards: emphasis on earthquake, tsunami and corrosion. Structure and Infrastructure Engineering, 16(1) (2020) 26-50.

DOI: 10.1080/15732479.2019.1604770

[15] Miyata, T., Yokoyama, K., Yasuda, M., & Hikami, Y. Akashi Kaikyo Bridge: Wind effects and full model wind tunnel tests. In Aerodynamics of large bridges. (2017) 217-236.

DOI: 10.1201/9781315136950-16

[16] Cao, R.; Agrawal, A.K.; El-Tawil, S. Overheight Impact on Bridges: A Computational Case Study of the Skagit River Bridge Collapse. Eng. Struct. 237 (2021) 112215.

DOI: 10.1016/j.engstruct.2021.112215

[17] Mu, H.; Zheng, Z.; Wu, X.; Su, C. Bayesian Network-Based Modal Frequency–Multiple Environmental Factors Pattern Recognition for the Xinguang Bridge Using Long-Term Monitoring Data. J. Low Freq. Noise Vib. Act. Control. 39 (2018) 545–559.

DOI: 10.1177/1461348418786520

[18] G.C. Lee, S.B. Mohan, C. Huang, et al. A Study of U.S. Bridge Failures (1980-2012). State University of New York at Buffalo, New York (2013).

[19] Deng, L., Yu, Y., Zou, Q., & Cai, C. S. State-of-the-art review of dynamic impact factors of highway bridges. Journal of Bridge Engineering, 20(5) (2015) 04014080.

DOI: 10.1061/(asce)be.1943-5592.0000672

[20] Skob Y., Dreval Y., Vasilchenko A., Maiboroda R. Selection of Material and Thickness of the Protective Wall in the Conditions of a Hydrogen Explosion of Various Power. Key Engineering Materials, 952 (2023) 121-129.

DOI: 10.4028/p-st1vet

[21] El-Tawil, S.; Severino, E.; Fonseca, P. Vehicle Collision with Bridge Piers. J. Bridg. Eng. 2005, 10, 345–353.

DOI: 10.1061/(asce)1084-0702(2005)10:3(345)

[22] Pasternak, V., Ruban, A., Surianinov, M., Otrosh, Y., & Romin, A. Software Modeling Environment for Solving Problems of Structurally Inhomogeneous Materials. 1068 (2022) p.215–222.

DOI: 10.4028/p-h1c2rp

[23] Kodur, V. K. R., & Naser, M. Z. Importance factor for design of bridges against fire hazard. Engineering Structures, 54 (2013) 207-220.

DOI: 10.1016/j.engstruct.2013.03.048

[24] Kovalov A., Otrosh Y., Rybka E., Kovalevska T., Togobytska V. and Rolin I. Treatment of Determination Method for Strength Characteristics of Reinforcing Steel by Using Thread Cutting Method after Temperature Influence. In Materials Science Forum. 1006 (2020) pp.179-184.

DOI: 10.4028/www.scientific.net/msf.1006.179

[25] K. Tsytlishvili, N. Rashkevich, D. Poltavska, Research of Modern technologies of Wastewater Treatment of Food Products Combined with Ozonation and Hydrogen Peroxide, Key Engineering Materialsthis link is disabled, 925 (2022) 169–178.

DOI: 10.4028/p-t5m3y6

[26] Menga, A., Kanstad, T., Cantero, D., Bathen, L., Hornbostel, K., & Klausen, A. Corrosion‐induced damages and failures of posttensioned bridges: A literature review. Structural Concrete, 24(1) (2023) 84-99.

DOI: 10.1002/suco.202200297

[27] Akiyama, M., & Frangopol, D. M. Long-term seismic performance of RC structures in an aggressive environment: Emphasis on bridge piers. In Structures and Infrastructure Systems. (2019) pp.239-253.

DOI: 10.1201/9781351182805-16

[28] Saadeghvaziri, M. A., & Hadidi, R. Transverse cracking of concrete bridge decks: Effects of design factors. Journal of Bridge Engineering, 10(5) (2005) 511-519.

DOI: 10.1061/(asce)1084-0702(2005)10:5(511)

[29] Han, Q., Qin, L., & Wang, P. Seismic failure of typical curved RC bridges in Wenchuan Earthquake. In International efforts in lifeline earthquake engineering. (2013) pp.425-432.

DOI: 10.1061/9780784413234.055

[30] Whitlow, R.D.; Haskins, R.; McComas, S.L.; Crane, C.K.; Howard, I.L.; McKenna, M.H. Remote Bridge Monitoring Using Infrasound. J. Bridge Eng. 24 (2019) 04019023.

DOI: 10.1061/(asce)be.1943-5592.0001375

[31] Feng, D.; Feng, M.Q. Experimental Validation of Cost-Effective Vision-Based Structural Health Monitoring. Mech. Syst. Signal Process. 88 (2017) 199–211.

DOI: 10.1016/j.ymssp.2016.11.021

[32] Estes, A. C., & Frangopol, D. M. Updating bridge reliability based on bridge management systems visual inspection results. Journal of Bridge Engineering, 8(6) (2003) 374-382.

DOI: 10.1061/(asce)1084-0702(2003)8:6(374)

[33] Reagan, D., Sabato, A., & Niezrecki, C. Feasibility of using digital image correlation for unmanned aerial vehicle structural health monitoring of bridges. Structural Health Monitoring, 17(5) (2018) 1056-1072.

DOI: 10.1177/1475921717735326

[34] Limongelli, M.P. Damage Localization Through Vibration Based S2HM: A Survey. In Environmental and Human Impact of Buildings; Springer Science and Business Media LLC: Berlin/Heidelberg, Germany; (2019) 217–235.

DOI: 10.1007/978-3-030-13976-6_9

[35] Jo, H.; Park, J.W.; Spencer, B.F., Jr.; Jung, H.J. Development of high-sensitivity wireless strain sensor for structural health monitorng. Smart Struct. Syst. 11 (2013) 477–496.

DOI: 10.12989/sss.2013.11.5.477

[36] Bahrani, M. K., Vasseghi, A., Nooralizadeh, A., & Zargaran, M. Experimental and analytical study on the proposed retrofit method for concrete bent in ordinary highway bridges in Iran. Journal of Bridge Engineering, 22(6) (2017) 05017004.

DOI: 10.1061/(asce)be.1943-5592.0001045

[37] Kovalov, A., Otrosh, Y., Kovalevska, T., & Safronov, S. Methodology for assessment of the fire-resistant quality of reinforced-concrete floors protected by fire-retardant coatings, In Materials Science and Engineering. IOP Publishing, 708 (1) (2019) p.012058.

DOI: 10.1088/1757-899x/708/1/012058

[38] S Guzii, Y Otrosh, O Guzii, A Kovalov, K Sotiriadis. Determination of the Fire-Retardant Efficiency of Magnesite Thermal Insulating Materials to Protect Metal Structures from Fire, In Materials Science Forum, 1038 (2021) pp.524-530.

DOI: 10.4028/www.scientific.net/msf.1038.524