Abstract
The polarization response of a steel bar with an established macrocell is presented. A simple circuit-based model, which allows for predicting the polarization response of the macrocell is described. The results indicate that there is a spatial variation in the potential relative to the crack. It is shown that the applied current is primarily confined to the active steel located near the crack.
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CITATION STYLE
APA
Bi, M., & Subramaniam, K. (2007). CORROSION OF STEEL IN CRACKED CONCRETE: EXPERIMENTAL INVESTIGATION. In Measuring, Monitoring and Modeling Concrete Properties (pp. 557–562). Springer Netherlands. https://doi.org/10.1007/978-1-4020-5104-3_67
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