Portland cement-steel composites frequently take up chloride from their service environment. The degradation processes and test methods are described through a critical review of the literature. Plain cement paste is not much affected by chloride except for increased solubilisation of cement solids, but chloride is detrimental to the passivation of embedded steel. Emphasis is placed on establishing the underlying physicochemical concepts and mechanisms of corrosion, and integrating these into a holistic picture. Simplistic calculations and test conditions probably do not reproduce well the complex reactions with cement components occurring at the steel-cement interface and the concept of a 'threshold' - defined in terms of a critical chloride content or chloride:hydroxide ratio - is just an approximation at best: other cement components are involved, as is the oxygen activity at the interface. Chloride binding can retard the migration of chloride in concrete and specimen calculations are presented showing that the main binding mechanism arises from the AFm, [Ca2(Al,Fe)(OH)6].X.nH2O, content of the paste. Suggestions are made to enhance the value of experimental approaches to corrosion.
The work reported here was funded through research grant number ENG016 RGG0593, awarded by the Gulf Organization of Research and Development (GORD), Qatar.
- Steel corrosion
- Cement durability