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Simulation of chloride migration in reinforced concrete

Author

Listed:
  • Němeček, J.
  • Kruis, J.
  • Koudelka, T.
  • Krejčí, T.

Abstract

In a large extent, durability and service life of reinforced concrete structures is influenced by penetration of deicing salts or seawater salts to the steel reinforcement. The steel corrosion is induced by a raising chloride concentration and possibly can lead to concrete cover spalling due to volumetric changes of oxides formed at the steel surface. Therefore, a critical concentration of chlorides is monitored and investigated by numerical simulations in service life assessments.

Suggested Citation

  • Němeček, J. & Kruis, J. & Koudelka, T. & Krejčí, T., 2018. "Simulation of chloride migration in reinforced concrete," Applied Mathematics and Computation, Elsevier, vol. 319(C), pages 575-585.
  • Handle: RePEc:eee:apmaco:v:319:y:2018:i:c:p:575-585
    DOI: 10.1016/j.amc.2017.07.029
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    Cited by:

    1. Tae-Kyun Kim & Jong-Sup Park, 2021. "Performance Evaluation of Concrete Structures Using Crack Repair Methods," Sustainability, MDPI, vol. 13(6), pages 1-19, March.

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