Comparison of uniform and non-uniform corrosion induced damage in reinforced concrete based on a Gaussian description of the corrosion layer
► Damage on concrete from uniform and non-uniform rebar corrosion is compared. ► Reinforced concrete panels exposed to a simulated natural chloride environment. ► Rebar corrosion examined using backscattered electron imaging and image analysis. ► Non-uniform corrosion layer defined by a Gaussian fun...
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Published in: | Corrosion science Vol. 53; no. 9; pp. 2803 - 2814 |
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Main Authors: | , , , , , |
Format: | Journal Article |
Language: | English |
Published: |
Kidlington
Elsevier Ltd
01-09-2011
Elsevier |
Subjects: | |
Online Access: | Get full text |
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Summary: | ► Damage on concrete from uniform and non-uniform rebar corrosion is compared. ► Reinforced concrete panels exposed to a simulated natural chloride environment. ► Rebar corrosion examined using backscattered electron imaging and image analysis. ► Non-uniform corrosion layer defined by a Gaussian function and used in FE analysis. ► Form of rebar corrosion has a major influence on predicted residual service life.
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 a qualitative comparison of the damage induced on concrete from idealized uniform corrosion and more realistic non-uniform corrosion. The spatial distribution of corrosion is shown to have a major impact on the propagation phase, directly influencing residual service life. |
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Bibliography: | ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 23 |
ISSN: | 0010-938X 1879-0496 |
DOI: | 10.1016/j.corsci.2011.05.017 |