Concrete cover cracking owing to reinforcement corrosion – theoretical considerations and practical experience, Materials and corrosion
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Date
2012-12
Publication Type
Journal Article
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yes
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Abstract
Reinforcement corrosion might lead to cracking and spalling of the concrete cover owing to the volume expansion associated with the deposition of some of the possible corrosion products. This is not only aesthetically unpleasing, it might also accelerate deterioration processes or become a safety issue for passing traffic. The present paper discusses first the mechanisms of carbonation- and chloride-induced reinforcement corrosion and considers the chemistry of aqueous iron in order to identify the type of corrosion products as well as their location of formation. Furthermore, practical examples are summarised in order to compare the documented behaviour of a number of real structures with the theoretical considerations made. It is shown that for the case of purely chloride-induced (pitting) corrosion, precipitation of corrosion products is strongly delayed or may even not occur. Implications are discussed with respect to time-to-corrosion prediction models and visual inspection of reinforced concrete structures. Both the theoretical considerations and the practical experience illustrate that relying on outwardly visible signs to detect internally on-going corrosion must be done with caution if localised reinforcement corrosion cannot be excluded.
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published
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Journal / series
Volume
63 (12)
Pages / Article No.
1069 - 1077
Publisher
Wiley
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Edition / version
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Date collected
Date created
Subject
Condition assessment; Cracking; Pitting corrosion; Reinforcement corrosion; Spalling; Time-to-cracking models; Visual inspection
Organisational unit
03859 - Adey, Bryan T. / Adey, Bryan T.
02226 - NSL - Netzwerk Stadt und Landschaft / NSL - Network City and Landscape
02655 - Netzwerk Stadt u. Landschaft ARCH u BAUG / Network City and Landscape ARCH and BAUG