期刊
MATERIALS AND CORROSION-WERKSTOFFE UND KORROSION
卷 64, 期 2, 页码 116-127出版社
WILEY-V C H VERLAG GMBH
DOI: 10.1002/maco.201206625
关键词
concrete cover depth; concrete resistivity; corrosion of steel in concrete; deteriorations; inspection; non-destructive methods; potential mapping; reinforced concrete
For reinforced concrete structures a localisation of all significant critical areas can only be done by a full surface inspection. The economic advantages are obvious: uncritical areas have not to be repaired expensively 1. The first step of the assessment should always be a visual inspection 2. The range of deterioration causes can be limited and the degree of deterioration may be estimated roughly. The inspection program can be adjusted to the requirements. By means of a full surface potential mapping areas with a high risk for chloride induced reinforcement corrosion can be localised, although no deteriorations are visually detectable at the concrete surface. In combination with concrete cover depth and resistivity measurements areas with corrosion promoting exposure conditions can be localised even if the reinforcement is not yet depassivated. The following publication gives an overview about the essential full surface investigation methods to localise critical areas regarding corrosion of steel in concrete. The selection of methods is based on the inspection procedure given in 2.
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