Have a personal or library account? Click to login
The Effect of Corrosion of Prestressing Reinforcement on the Behaviour of Concrete Bridges Cover

The Effect of Corrosion of Prestressing Reinforcement on the Behaviour of Concrete Bridges

Open Access
|Nov 2025

References

  1. Kim, T. H., Eum, K. Y., Sun, Ch. H. & Kim, I. H. (2025). Corrosion characteristics of prestressing strands and reinforcing bars under accelerated corrosion conditions. International Journal of Concrete Structures and Materials, 19(3), 1-16. https://doi.org/10.1186/s40069-024-00759-9
  2. Jeon, C. H., Lee, J. B., Lon, S. & Shim, C. S. (2019). Equivalent material model of corroded prestressing steel strand. Journal of Materials Research and Technology, 8(2), 2450–2460. https://doi.org/10.1016/j.jmrt.2019.02.010
  3. Mousa, A. A., Abed, J. M. & Shukur, M. H. (2025). Effect of supplementary cementitious materials on corrosion resistance of reinforced concrete. Civil and Environmental Engineering. Advance online publication. https://doi.org/10.2478/cee-2025-0080
  4. Flores-Nicolás, A., Flores-Nicolás, M., Menchaca-Campos, E. C. & Uruchurtu-Chavarín, J. (2025). Study on corrosion of reinforced concrete with synthetic fiber using electrochemical noise technique. Civil and Environmental Engineering, 21(1), 271-281. https://doi.org/10.2478/cee-2025-0021
  5. Korec, E., Jirásek, M., Wong, H. S. & Martínez-Pañeda, E. (2024). Phase-field chemo-mechanical modelling of corrosion-induced cracking in reinforced concrete subjected to non-uniform chloride-induced corrosion. Theoretical and Applied Fracture Mechanics, 129, Article 104233. https://doi.org/10.1016/j.tafmec.2023.104233
  6. Kolisko, J., Pokorny, P., Vacek, V. & Kostelecka, M. Koroze ocelové předpínací výztuže a dopad na mechanické vlastnosti. Silnice-Mosty. https://www.silnice-mosty.cz/1412-koroze-ocelove-predpinaci-vyztuze-a-dopad-na-mechanickevlastnosti.
  7. Gasparek, J., Paulik, P. & Kopasek, D. (2024). Findings from in-situ survey of post-tensioned precast and segmental post-tensioned bridges. Structures, Article 107190. https://doi.org/10.1016/j.istruc.2024.107190
  8. Campione, G. & Zizzo, M. (2022). Influence of strands corrosion on the flexural behavior of prestressed concrete beams. Engineering Structures, 45, 1366–1375. https://doi.org/10.1016/j.istruc.2022.09.073
  9. Podolny, W. Jr. (1992, September–October). Corrosion of prestressing steels and its mitigation. PCI Journal, 37(5), 34–55. https://doi.org/10.15554/pcij.09011992.34.55
  10. Bossio, A., Fabbrocino, F. & Lignola, G. P. et al. (2016, June). Effects of Corrosion on Reinforced Concrete Structures. [Conference presentation]. World Heritage and Degradation, Capri, Italy.
  11. Berrocal, C.G., Fernandez, I., Lundgren, K. & Löfgren, I. (2016). Corrosion of steel reinforcement in concrete: effect of cover depth and cracks. Cement and Concrete Research, 89, 103–120. DOI: 10.1016/j.cemconres.2016.08.016
  12. El-Hacha, R. & Rizkalla, S. (2004). Corrosion and durability of post-tensioned concrete structures. PCI Journal, 49(6), 76–88
  13. François, R., Khan, I. & Dang, V. H. (2013). Impact of corrosion on mechanical properties of steel embedded in 27-year-old corroded reinforced concrete beams. Materials and Structures, 46(6), 899–910. DOI: 10.1617/s11527-012-9941-z
  14. fib Bulletin 33. (2006). Durability of post-tensioning tendons. Fédération Internationale du Béton.
  15. Kim, T. H. (2023, December 1). Analytical performance assessment of deteriorated prestressed concrete beams. International Journal of Concrete Structures and Materials, 17, Article 59. https://doi.org/10.1186/s40069-023-00624-1
DOI: https://doi.org/10.2478/cee-2026-0037 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
Language: English
Submitted on: Aug 19, 2025
Accepted on: Sep 11, 2025
Published on: Nov 12, 2025
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2025 Zuzana Haššová, Viktor Borzovič, Matej Jurgoš, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.

AHEAD OF PRINT