Combined impact of carbonation and crack width on the Chloride Penetration and Corrosion Resistance of Concrete Structures
- Submitting institution
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University of Brighton
- Unit of assessment
- 12 - Engineering
- Output identifier
- 21882993
- Type
- D - Journal article
- DOI
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10.1016/j.cemconcomp.2020.103819
- Title of journal
- Cement and Concrete Composite
- Article number
- 103819
- First page
- -
- Volume
- 115
- Issue
- -
- ISSN
- 0958-9465
- Open access status
- Compliant
- Month of publication
- October
- Year of publication
- 2020
- URL
-
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- Supplementary information
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- Request cross-referral to
- -
- Output has been delayed by COVID-19
- No
- COVID-19 affected output statement
- -
- Forensic science
- No
- Criminology
- No
- Interdisciplinary
- No
- Number of additional authors
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2
- Research group(s)
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-
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- The durability of reinforced concrete structures is influenced by parameters such as carbonation, cracks, and the chloride-induced corrosion of steel rebars embedded in the concrete, which have only been investigated in isolation in the literature. This paper is significant because it reveals for the first time how the complex interactions between these parameters affect the durability of reinforced concrete structures. These findings will help improve widely available chloride penetration prediction models to establish a durability limit state for concrete structures.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -