PSI - Issue 63

Petr Konečný et al. / Procedia Structural Integrity 63 (2024) 21 – 26

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This will help to thoroughly assess the quality and applicability of the tested models across different concrete types and environmental conditions. Acknowledgements This article has been prepared as a part of the research project GACR 22-19812S “ Effect of gaseous and traffic induced pollutants on the durability of selected construction materials ” supported by the Czech Science Foundation. References Collepardi, M., Marcalis, A., & Turriziani, R. (1972). Penetration of Chloride Ions into Cement Pastes and Concretes. Journal of the American Ceramic Society , 55 (10), 534–535. https://doi.org/10.1111/j.1151-2916.1972.tb13424.x Ghosh, P., & Tran, Q. (2015). Correlation Between Bulk and Surface Resistivity of Concrete. International Journal of Concrete Structures and Materials , 9 (1), 119–132. https://doi.org/10.1007/s40069-014-0094-z Konecny, P., & Lehner, P. (2017). Effect of cracking and randomness of inputs on corrosion initiation of reinforced concrete bridge decks exposed to chlorides. Frattura Ed Integrita Strutturale , 11 (39), 29–37. https://doi.org/10.3221/IGF-ESIS.39.04 Kone č ný, P., Lehner, P., & Pustka, D. (2019). Reinforced Concrete Bridge Deck Model Considering Delayed Exposure to Chlorides. Periodica Polytechnica Civil Engineering , 63 (3), 21–22. https://doi.org/10.3311/PPci.13780 Lehner, P., & Kone č ný, P. (2019). Effect of different concrete material parameters on the accuracy of FEM model of diffusion. AIP Conference Proceedings , 2116 , 120015. https://doi.org/10.1063/1.5114117 Maage, M., Helland, S., & Carlsen, J. S. (1997). Practical non-steady state chloride transport as a part of a model for predicting the initiation period. RILEM International Workshop on Chloride Penetration into Concrete , 398–406. https://doi.org/10.1617/2912143454.040 Mangat, P. S., & Molloy, B. T. (1994). Prediction of long term chloride concentration in concrete. Materials and Structures , 27 (6), 338–346. https://doi.org/10.1007/BF02473426 Tang, L., & Gulikers, J. (2007). On the mathematics of time-dependent apparent chloride diffusion coefficient in concrete. Cement and Concrete Research , 37 (4). https://doi.org/10.1016/j.cemconres.2007.01.006 Tang, L., & Nilsson, L.-O. (1996). A Numerical Method for Prediction of Chloride Penetration into Concrete Structures. In The Modelling of Microstructure and its Potential for Studying Transport Properties and Durability (pp. 539–552). Springer Netherlands. https://doi.org/10.1007/978-94-015-8646-7_29 Tuutti, K. (1982). The Corrosion of Steel in Concrete. In Swedish Cement and Concrete Research Institute . Swedish Cement and Concrete Research Institute.