For a realistic and accurate description of corrosion progress, spatial variability of corrosion
processes must be accounted for, in particular when evaluating existing structures. A main problem in
estimating the spatial correlation structure is the lack of data. In most studies that account for the spatial
variability of concrete material properties, values of the correlation length, and hence the discretisation
scheme, are based on practical considerations and experience. This paper presents an analysis of spatial
variability of potential mapping results to support the modeling of spatial correlation. Potential mapping
is a widely used inspection method for detection of ongoing corrosion in reinforced concrete structures.
With the aid of potential measurement results a structure can be divided into corroding and non-corroding
areas. Therefore, the spatial variability of corroding areas can be described indirectly through the spatial
variability of potential mapping, as demonstrated in this paper by the analysis of potential data obtained
from bridge decks.
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For a realistic and accurate description of corrosion progress, spatial variability of corrosion
processes must be accounted for, in particular when evaluating existing structures. A main problem in
estimating the spatial correlation structure is the lack of data. In most studies that account for the spatial
variability of concrete material properties, values of the correlation length, and hence the discretisation
scheme, are based on practical considerations and experience. This paper prese...
»