Corrosion Cracking in Relation to Bar Diameter, Cover, and Concrete Quality
Publication: Journal of Materials in Civil Engineering
Volume 4, Issue 4
Abstract
Concrete cover, concrete quality, and bar size have a significant effect on corrosion initiation and corrosion cracking. This paper attempts to quantify the effect of these three parameters in providing corrosion protection to reinforcing steel. It is found that the cover‐to‐bar‐diameter (c/d) ratio is a more definitive protection parameter against corrosion cracking than either cover or bar diameter separately. In view of the importance of c/d ratio, clear cover specifications without consideration of the bar size leads to inadequate and misleading design for corrosion protection, especially in concrete where internal chlorides are present in concrete from the time of manufacturing, making the corrosion propagation time prior to cracking an important phase in the service life of structures. A concept of corrosion cracking resistance factor, or c/dw incorporating cover, bar diameter, and concrete quality either in terms of strength or water‐cement ratio (w) has been developed to quantify the relative corrosion protection provided by a particular set of detailing and strength parameters.
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Information & Authors
Information
Published In
Journal of Materials in Civil Engineering
Volume 4 • Issue 4 • November 1992
Pages: 327 - 342
Copyright
Copyright © 1992 ASCE.
History
Published online: Nov 1, 1992
Published in print: Nov 1992
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