AbstractAbout AuthorsReferences
The paper presents modern approaches to mathematical modeling of processes determining the durability of concrete and reinforced concrete structures, with a focus on the role of construction technology parameters. Durability is considered as a result of coupled physico-chemical and physico-mechanical processes formed during mixing, placing, and curing of concrete. The fundamental mechanisms of mass and heat transfer, chemical reactions, and damage evolution governing the changes in concrete structure and properties over time are analyzed. Durability modeling methods are systematized, including deterministic analytical models, numerical methods, coupled multiphysical models, and probabilistic approaches. Special attention is paid to the methodological gap between construction technology and structural analysis. The necessity of integrating technological parameters into predictive models as key factors influencing material performance is substantiated. Proper formulation of boundary conditions reflecting real curing and service conditions is shown to be essential for reliable service life prediction. Mathematical modeling is considered as a tool for durability management throughout the life cycle of a structure — from mix design to operation and monitoring.
O.V. ALEKSANDROVA, Candidate Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
National Research Moscow State University of Civil Engineering (26, Yaroslavskoye Highway, Moscow, 129337, Russian Federation)
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2. Gasch T., Malm R., Ansell A. A coupled hygro-thermo-mechanical model for concrete subjected to variable environmental conditions. International Journal of Solids and Structure. 2016. Vol. 91, pp. 143–156. https://doi.org/10.1016/j.ijsolstr.2016.03.004
3. Q.-feng L. Progress and research challenges in concrete durability: ionic transport, electrochemical rehabilitation and service life prediction. RILEM Tech Lett. 2022. Vol. 7, pp. 98–111. https://doi.org/10.21809/rilemtechlett.2022.158
4. Elsener B, Vennesland Ø. Critical chloride content in reinforced concrete – A review. Cement and Concrete Research. 2009. Vol. 39, pp. 1122–1138.
https://doi.org/10.1016/J.CEMCONRES.2009.08.006
5. Angst U. Predicting the time to corrosion initiation in reinforced concrete structures exposed to chlorides. Cement and Concrete Research. 2019. Vol. 115, pp. 559–568. https://doi.org/10.1016/j.cemconres.2018.08.007
6. Sun J., Jin Z., Chang H., Zhang W. A review of chloride transport in concrete exposed to the marine atmosphere zone environment: Experiments and numerical models. Journal of Building Engineering. 2024. Vol. 84. 108591. EDN: FNYARG. https://doi.org/10.1016/j.jobe.2024.108591
7. Shuaibu K., Ismail R.H., Ashutosh P., Soumya P. A climate change impacts on structural durability of concrete. Communications on Applied Nonlinear Analysis. 2025. Vol. 32. No. 10s, pp. 1743–1762. https://doi.org/10.52783/cana.v32.5282
8. Chari K.J., Rao V. Durability and microstructure characteristics of concrete with supplementary cementitious materials. Civil Engineering Journal. 2022. Vol. 8 (4), pp. 683–694. EDN: DWTIDQ. https://doi.org/10.28991/CEJ-2022-08-04-05
9. Pomaro B., Salomoni V.A., Majorana C.E., Gramegna F., Prete G. Repairing structures for nuclear facilities: A numerical approach by means of FEM and Monte Carlo techniques. Proceedings of Concrete Solutions, 4th International Conference on Concrete Repair. 2012, pp. 557–564. https://doi.org/10.1201/b11585-84
10. Fedosov S.V., Rumyantseva V.E., Krasilnikov I.V., Krasilnikova I.A. Mathematical modeling of mass transfer in the cement concrete-liquid medium system, limited by the internal diffusion of the transferred component at liquid corrosion of the first type. Stroitel’nye Materialy [Construction Materials]. 2021. No. 7, pp. 4–9. (In Russian). EDN LEJJMD. https://doi.org/10.31659/0585-430X-2021-793-7-4-9
11. Fedosov S.V. Teplomassoperenos v tekhnologicheskikh protsessakh stroitel’noy industrii [Heat and mass transfer in technological processes of the construction industry]. Ivanovo: IGASU. 2010. 364 p. EDN: QNOQOV
12. Grassl P., Jirásek M. Meso-scale approach to modelling the fracture process zone of concrete subjected to uniaxial tension. International Journal of Solids and Structures. 2010. Vol. 47, pp. 957–968. EDN: NWWDQX.
https://doi.org/10.1016/j.ijsolstr.2009.12.010
13. Melchers R.E., Beck A.T. Structural reliability analysis and prediction. John Wiley & Sons Ltd. 2018. 528 p.
14. Zienkiewicz O.C., Taylor R.L., Zhu J.Z. The finite element method: its basis and fundamentals (Seventh Edition). Butterworth-Heinemann. 2013. 682 p. https://doi.org/10.1016/B978-1-85617-633-0.00031-9
For citation: Aleksandrova O.V. Mathematical modeling of technologically controlled processes determining the durability of concrete and reinforced concrete structures. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2026. No. 5, pp. 46–51. (In Russian). https://doi.org/10.31659/0044-4472-2026-5-46-51
