Affiliation:
1. Department of Civil Engineering, University of Canterbury, Private Bag 4800, Christchurch 8140, New Zealand
Abstract
Chloride-induced corrosion and its effect on structural and seismic performance of reinforced concrete (RC) structures have been the topic of several research projects in past decades. This literature review summarizes the state of the art by presenting a brief description of chloride-induced corrosion, its main characteristics and influencing factors, a summary of experimental published data, and existing corrosion-induced deterioration models together with numerical and experimental methods used to evaluate corroded RC bridge pier. This literature review highlights the need for reliable deterioration models for RC structures and appropriate analysis methods are needed for design of new structures or assessment of existing civil engineering structures especially in seismic areas.
Funder
Natural Hazards Research Platform
Subject
Process Chemistry and Technology,General Materials Science
Cited by
36 articles.
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