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: Text
Language:unknown
Published: Zenodo 2018
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Online Access:https://dx.doi.org/10.5281/zenodo.1286035
https://zenodo.org/record/1286035
id ftdatacite:10.5281/zenodo.1286035
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spelling ftdatacite:10.5281/zenodo.1286035 2023-05-15T18:09:03+02:00 The Chloride Corrosion Of Marine Concrete SHALYI EVGENYI KIM LEV 2018 https://dx.doi.org/10.5281/zenodo.1286035 https://zenodo.org/record/1286035 unknown Zenodo https://dx.doi.org/10.5281/zenodo.1286036 Open Access Creative Commons Attribution 4.0 https://creativecommons.org/licenses/by/4.0 info:eu-repo/semantics/openAccess CC-BY carbonization, chloride aggression, corrosion, corrosion of concrete in Sakhalin, hydraulic engineering structures, inspection, aggressive action of water. Text Journal article article-journal ScholarlyArticle 2018 ftdatacite https://doi.org/10.5281/zenodo.1286035 https://doi.org/10.5281/zenodo.1286036 2021-11-05T12:55:41Z 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. Text Sakhalin DataCite Metadata Store (German National Library of Science and Technology)
institution Open Polar
collection DataCite Metadata Store (German National Library of Science and Technology)
op_collection_id ftdatacite
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 Text
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://dx.doi.org/10.5281/zenodo.1286035
https://zenodo.org/record/1286035
genre Sakhalin
genre_facet Sakhalin
op_relation https://dx.doi.org/10.5281/zenodo.1286036
op_rights Open Access
Creative Commons Attribution 4.0
https://creativecommons.org/licenses/by/4.0
info:eu-repo/semantics/openAccess
op_rightsnorm CC-BY
op_doi https://doi.org/10.5281/zenodo.1286035
https://doi.org/10.5281/zenodo.1286036
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