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Cracks in covering concrete are known to hasten initiation of steel corrosion in reinforced concrete structures. To minimise the impact of cracks on the deterioration of reinforced concrete structures, current approaches in (inter)national design codes often limit the concrete surface crack width. Recent investigations however, indicate that the concrete-reinforcement interfacial condition is a more fundamental criterion related to reinforcement corrosion. This work investigates the relation between macroscopic damage at the concrete-steel interface and corrosion initiation of reinforcement embedded in plain and fibre reinforced concrete. Comparisons of experimental and numerical results indicate a strong correlation between corrosion initiation and interfacial condition.
Original languageEnglish
JournalCorrosion Science
Volume77
Pages (from-to)308-321
ISSN0010-938x
DOIs
StatePublished - 2013
CitationsWeb of Science® Times Cited: 32

    Keywords

  • A. Steel reinforced concrete, C. Atmospheric corrosion
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