The chloride corrosion of marine concrete

Chloride aggression is one of the main causes of reinforcement corrosion in concrete structures, especially in offshore and coastal structures. Chloride ion penetration due to capillary absorption and diffusion destroys the passivating protective film on the reinforcement, resulting in rapid destruc...

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Main Authors: SHALYI EVGENYI, KIM LEV
Format: Article in Journal/Newspaper
Language:unknown
Published: Zenodo 2018
Subjects:
Online Access:https://doi.org/10.5281/zenodo.1286036
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spelling ftzenodo:oai:zenodo.org:1286036 2024-09-15T18:32:51+00:00 The chloride corrosion of marine concrete SHALYI EVGENYI KIM LEV 2018-06-21 https://doi.org/10.5281/zenodo.1286036 unknown Zenodo https://doi.org/10.5281/zenodo.1286035 https://doi.org/10.5281/zenodo.1286036 oai:zenodo.org:1286036 info:eu-repo/semantics/openAccess Creative Commons Attribution 4.0 International https://creativecommons.org/licenses/by/4.0/legalcode carbonization chloride aggression corrosion corrosion of concrete in Sakhalin hydraulic engineering structures inspection aggressive action of water info:eu-repo/semantics/article 2018 ftzenodo https://doi.org/10.5281/zenodo.128603610.5281/zenodo.1286035 2024-07-27T05:07:06Z Chloride aggression is one of the main causes of reinforcement corrosion in concrete structures, especially in offshore and coastal structures. Chloride ion penetration due to capillary absorption and diffusion destroys the passivating protective film on the reinforcement, resulting in rapid destruction of the protective layer of concrete. In the present study, the chloride ion diffusion model has been improved and the durability analysis software has been developed. The chloride ion concentration is modelled depending on the service life and climatic conditions. Model verification was performed to solve the problem of chloride concentration determination in the concrete protective layer of hydraulic structures. Chloride ions have the greatest activation ability of all types of anions. They destroy the passivating film on the surface of the reinforcement in places where the concentration reaches a critical value (typically 0.4% by weight of cement, EN 206-1). The analysis of experimental data has demonstrated that the chloride-ion content in the samples exceeds the critical value. A good convergence of the experimental data with the data on a finite-difference model has been obtained. The results demonstrate that the proposed software enables one to determine the impact of each parameter on the result. The model has been verified with the data of the field surveys carried out by the authors in the port facilities of Sakhalin Island. It has been shown that, as to those facilities locally, evident is the concentration limit for chloride in the zone of reinforcement which is subject to corrosion. Further researches are aimed at collecting factual materials in the ports of the entire Russian Far East. Article in Journal/Newspaper Sakhalin Zenodo
institution Open Polar
collection Zenodo
op_collection_id ftzenodo
language unknown
topic carbonization
chloride aggression
corrosion
corrosion of concrete in Sakhalin
hydraulic engineering structures
inspection
aggressive action of water
spellingShingle carbonization
chloride aggression
corrosion
corrosion of concrete in Sakhalin
hydraulic engineering structures
inspection
aggressive action of water
SHALYI EVGENYI
KIM LEV
The chloride corrosion of marine concrete
topic_facet carbonization
chloride aggression
corrosion
corrosion of concrete in Sakhalin
hydraulic engineering structures
inspection
aggressive action of water
description Chloride aggression is one of the main causes of reinforcement corrosion in concrete structures, especially in offshore and coastal structures. Chloride ion penetration due to capillary absorption and diffusion destroys the passivating protective film on the reinforcement, resulting in rapid destruction of the protective layer of concrete. In the present study, the chloride ion diffusion model has been improved and the durability analysis software has been developed. The chloride ion concentration is modelled depending on the service life and climatic conditions. Model verification was performed to solve the problem of chloride concentration determination in the concrete protective layer of hydraulic structures. Chloride ions have the greatest activation ability of all types of anions. They destroy the passivating film on the surface of the reinforcement in places where the concentration reaches a critical value (typically 0.4% by weight of cement, EN 206-1). The analysis of experimental data has demonstrated that the chloride-ion content in the samples exceeds the critical value. A good convergence of the experimental data with the data on a finite-difference model has been obtained. The results demonstrate that the proposed software enables one to determine the impact of each parameter on the result. The model has been verified with the data of the field surveys carried out by the authors in the port facilities of Sakhalin Island. It has been shown that, as to those facilities locally, evident is the concentration limit for chloride in the zone of reinforcement which is subject to corrosion. Further researches are aimed at collecting factual materials in the ports of the entire Russian Far East.
format Article in Journal/Newspaper
author SHALYI EVGENYI
KIM LEV
author_facet SHALYI EVGENYI
KIM LEV
author_sort SHALYI EVGENYI
title The chloride corrosion of marine concrete
title_short The chloride corrosion of marine concrete
title_full The chloride corrosion of marine concrete
title_fullStr The chloride corrosion of marine concrete
title_full_unstemmed The chloride corrosion of marine concrete
title_sort chloride corrosion of marine concrete
publisher Zenodo
publishDate 2018
url https://doi.org/10.5281/zenodo.1286036
genre Sakhalin
genre_facet Sakhalin
op_relation https://doi.org/10.5281/zenodo.1286035
https://doi.org/10.5281/zenodo.1286036
oai:zenodo.org:1286036
op_rights info:eu-repo/semantics/openAccess
Creative Commons Attribution 4.0 International
https://creativecommons.org/licenses/by/4.0/legalcode
op_doi https://doi.org/10.5281/zenodo.128603610.5281/zenodo.1286035
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