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February 19, 2026Corrosion Engineering Science and Technology The International Journal of Corrosion Processes and Corrosion Control

Chloride-induced corrosion in steel-reinforced concrete under wet-dry conditions: Corrosion mechanism and critical chloride content

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Authors

DYDeniz YılmazIsparta University of Applied SciencesCACristhiana Carine AlbertETH ZurichUAU. AngstETH Zurich

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Implication

Corrosion mechanisms and critical chloride content are detailed in reinforced concrete under wet-dry exposure.

Key Points

  • This research investigates the impact of wet-dry cycles on chloride-induced corrosion in steel-reinforced concrete and establishes critical chloride concentrations.
  • Examined RC specimens under various wet-dry cycles and immersion conditions.
  • Conducted chloride profiling and moisture sorption tests to evaluate mass transport.
  • Used electrochemical methods to determine corrosion initiation.
  • Identified corrosion products using Raman spectroscopy.
  • Wet-dry cycles significantly accelerated moisture and chloride ingress relative to immersion.
  • Critical chloride content testing duration was reduced from 2-5 years to approximately 1 year.
  • Results showed scattered critical chloride content values across exposure conditions (0.5 to 3.5% chloride).
  • Weak inter-regime differences were noted in critical chloride content measurements.

Cite This Study

Yılmaz et al. (2026) studied this question.

synapsesocial.com/papers/6996a7c3ecb39a600b3edbf8https://doi.org/10.1177/1478422x261419537
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