Comparison of uniform and non-uniform corrosion induced damage in reinforced concrete based on a Gaussian description of the corrosion layer (original) (raw)

Corrosion Science, 2011

Abstract

A Gaussian function is proposed to describe the non-uniform spatial distribution of corrosion products as measured from chloride-exposed reinforced concrete specimens using backscattered electron imaging and image analysis. The model provides a good fit to the observed data and limited data sets reported in the literature. Subsequently, it is used as an input into a finite element analysis to provide

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