PSI - Issue 73

Miroslav Vacek et al. / Procedia Structural Integrity 73 (2025) 146–154 Miroslav Vacek, V´ıt Krˇivy´, Barbora Krˇistkova´ / Structural Integrity Procedia 00 (2025) 000–000

153

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These results suggest that structural placement and design can significantly influence material degradation as a result of chloride exposure. The use of barriers such as noise walls can reduce corrosive aggressiveness by up to 90 %, depending on proximity and orientation. This has major implications for the design, material selection, and maintenance scheduling of infrastructure near salted roads. Furthermore, the results provide a strong argument for continued monitoring of chloride deposition in the vicinity of the roads using standardized methods such as the wet candle method or any other new technique for measuring chloride deposition. Expanding such measurements in di ff erent geographical and climatic zones could help develop a deeper understanding of atmospheric corrosivity. Future research should focus on long-term time series data and evaluate the cost-e ff ectiveness of protective strate gies. There is also the possibility of modeling the chloride ion deposition, which could be great future work, especially when the modeled data will be compared to the measured data in real words. This can contribute to prolonging the service life of building structures.

Acknowledgements

This work was supported by the Student Grant Competition of VSˇB-TUO (project SP2025 / 053).

References

[1] V. Kucera, E. Mattsson, Atmospheric corrosion, in: Corrosion mechanisms, CRC Press, 2020, pp. 211–284. [2] K. Kreislova, D. Knotkova, The results of 45 years of atmospheric corrosion study in the czech republic, Materials 10 (4) (2017) 394. [3] K. Kreislova, H. Geiplova, Z. Bartak, D. Majtas, Atmospheric corrosion models, Koroze a ochrana materia´lu 61 (2) (2017) 59. [4] F. B. Mainier, P. C. F. Almeida, B. Nani, L. H. Fernandes, M. F. Reis, Corrosion caused by sulfur dioxide in reinforced concrete, Open Journal of Civil Engineering 5 (4) (2015) 379–389. [5] A. S. Ruhl, A. Kranzmann, Investigation of corrosive e ff ects of sulphur dioxide, oxygen and water vapour on pipeline steels, International Journal of Greenhouse Gas Control 13 (2013) 9–16. [6] K. Kreislova, D. Knotkova, A. Koukalova, V. Krivy, L. Rozl´ıvka, J. Podjuklova, T. Lanik, Corrosion behavior of weathering steels in the czech republic (2010). [7] M. Vacek, V. Kˇrivy`, K. Kreislova´, M. Vlachova´, M. Kubzova´, Experimental measurement of deposition chloride ions in the vicinity of road cut, Materials 16 (1) (2022) 88. [8] M. Lawlor, M. M. Rana, K. Hossain, An investigation on corrosivity of road salt and alternatives on steel, in: Transportation Association of Canada 2023 Conference and Exhibition-Lessons in Leadership // Association des transports du Canada 2022 Congre`s et Exposition-Lecons de Leadership, 2023. [9] V. Padilla, P. Ghods, A. Alfantazi, E ff ect of de-icing salts on the corrosion performance of galvanized steel in sulphate contaminated soil, Construc tion and building materials 40 (2013) 908–918. [10] M. Kubzova´, V. Kˇrivy´, K. Kreislova´, Probabilistic prediction of corrosion damage of steel structures in the vicinity of roads, Sustainability (2020). doi:10.3390/su12239851 . [11] V. Kˇrivy`, M. Kubzova´, P. Konecˇny`, K. Kreislova´, Corrosion processes on weathering steel bridges influenced by deposition of de-icing salts, Materials 12 (7) (2019) 1089. [12] H. R. Vignisdottir, B. Ebrahimi, G. K. Booto, R. O’Born, H. Brattebø, H. Wallbaum, R. A. Bohne, A review of environmental impacts of winter road maintenance, Cold Regions Science and Technology 158 (2019) 143–153. [13] S. Hara, M. Miura, Y. Uchiumi, T. Fujiwara, M. Yamamoto, Influence of deicing salt on the characteristics of the rust formed on weathering steels suppression of deicing salt-induced corrosion of weathering steel bridges by water washing (1), Zairyo-to-Kankyo 54 (7) (2005) 337–343. [14] M. Ali, M. A. Shams, N. Bheel, A. H. Almaliki, A. S. Mahmoud, Y. A. Dodo, O. Benjeddou, A review on chloride induced corrosion in reinforced concrete structures: lab and in situ investigation, RSC advances 14 (50) (2024) 37252–37271. [15] H. Ye, C. Fu, Y. Tian, N. Jin, Chloride-induced steel corrosion in concrete under service loads, Springer, 2020. [16] P. Lehner, P. Konecˇny`, P. Ghosh, Q. Tran, Numerical analysis of chloride di ff usion considering time-dependent di ff usion coe ffi cient, International Journal of Mathematics and Computers in Simulation 8 (1) (2014) 103–106. [17] P. Lehner, M. Kubzova´, V. Kˇrivy`, P. Konecˇny`, D. Bujdosˇ, P. Rovnan´ıkova´, Correlation between surface concentration of chloride ions and chloride deposition rate in concrete, Construction and Building Materials 320 (2022) 126183. [18] C. Andrade, C. Alonso, J. Sarria, Influence of relative humidity and temperature on-site corrosion rates, Materiales De Construccion 48 (251) (1998) 5–17. [19] Y. Liu, M. Liu, X. Lu, Z. Wang, E ff ect of temperature and ultraviolet radiation on corrosion behavior of carbon steel in high humidity tropical marine atmosphere, Materials Chemistry and Physics 277 (2022) 124962. [20] G. H. Koch, M. P. Brongers, N. G. Thompson, Y. P. Virmani, J. H. Payer, Cost of corrosion in the united states, in: Handbook of environmental degradation of materials, Elsevier, 2005, pp. 3–24. [21] B. Hou, X. Li, X. Ma, C. Du, D. Zhang, M. Zheng, W. Xu, D. Lu, F. Ma, The cost of corrosion in china, npj Materials Degradation 1 (1) (2017) 4.

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