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This problem is usually tackled in a prescriptive manner, by limiting the crack width allowed to occur during structures' service life. In an attempt to better understand the effect that cracking and crack width can have on the corrosion process, as well as systematize the existing work in the field, this paper presents a summary of an in\u2010depth literature review on the topic of reinforcement corrosion in concrete. The main focus is devoted to chloride\u2010induced corrosion since that is the most widely studied corrosion mechanism, even though carbonation\u2010induced corrosion is also relatively briefly discussed. 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