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W. H. Hartt
A protocol is described whereby time-to-corrosion, Ti, of reinforcing steel in concrete exposed to chlorides is calculated as a distributed, rather than a discrete, parameter. The method consists of inputting distribution functions for surface Cl− concentration (Cs), the effective diffusion coeffi ... [Corrosion 67, 086002 (2011)] published Mon Aug 01, 2011.

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