Carbonation-Induced and Chloride-Induced Corrosion in Reinforced Concrete Structures
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VIEW THE REPLYPublication: Journal of Materials in Civil Engineering
Volume 27, Issue 9
Abstract
Corrosion is one of the most critical problems that impair the durability of RC structures. Both carbonation-induced and chloride-induced corrosion widely prevail in civil infrastructure around the globe. Expansive products are formed due to corrosion at the interface between concrete and reinforcing bar (rebar). The cracking and spalling in concrete due to expanding corrosion products and the reduction in the cross-sectional area of rebar jeopardize the safety and serviceability of RC structures. From an outsider perspective, this literature review summarizes the state of the art on the mechanisms of the two types of corrosion, mechanical degradation in RC structures as a result of these mechanisms, the analytical methods to predict the basic parameters most related to corrosion, and the available laboratory and field corrosion measurement techniques.
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Acknowledgments
The financial support for this project was provided by the U.S. Department of Energy through the Nuclear Energy University Program under the Contract No. 00128931. The findings presented herein are those of the authors and do not necessarily reflect the views of the sponsor.
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Information & Authors
Information
Published In
Journal of Materials in Civil Engineering
Volume 27 • Issue 9 • September 2015
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Jun 11, 2014
Accepted: Sep 29, 2014
Published online: Nov 7, 2014
Discussion open until: Apr 7, 2015
Published in print: Sep 1, 2015
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