Abstract
Corrosion attack of steel in concrete has been studied by means of an experimental analysis on reinforced concrete ties under both static/cyclic loading and accelerated corrosion. Crack opening zones across crack locations due to load have been analysed; corrosion concentration around crack site has been observed. A quantitative evaluation of local damage is presented by means of a mechanical procedure using 3D scanning and data post-processing.The results show the influence of the presence of corrosion, stress amplitude and the type of loading on local damage. A comparison with other results found in literature is shown.
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