Abstract
The paper describes a study undertaken to examine a methodology to determine the rate and severity of chloride-induced corrosion of steel embedded in concrete using the half-cell potential test. Preliminary studies undertaken in the laboratory, using a wide range of concrete variables, indicated that an effective relationship between half-cell potential (Ecorr) and corrosion current (Icorr), from polarisation resistance measurements, did indeed exist. The study was subsequently extended to an external marine environment where sections of full-scale beam, slab and column elements were exposed to seawater attack for a period of 5 years. By instrumenting these elements prior to exposure, it has been possible to demonstrate that by establishing a local relationship between Ecorr and Icorr, the extent of corrosion damage can be reasonably estimated over the full section. The practical implications of this and a proposed test procedure are discussed.
Original language | English |
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Pages (from-to) | 1443-1454 |
Number of pages | 12 |
Journal | Cement and Concrete Research |
Volume | 23 |
Issue number | 6 |
DOIs | |
Publication status | Published - 1 Jan 1993 |
ASJC Scopus subject areas
- Building and Construction
- General Materials Science