Analytical and Numerical Investigation of an Electrochemical Chloride Barrier for Reinforced Concrete Structures

During the development of a carbon-reinforced mortar interlayer for bridges, the idea of an electrochemical chloride barrier arose. An electrical field is generated between two carbon meshes, and the negatively charged chloride ions are held on the polarized upper carbon mesh to prevent chloride-ind...

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Autores principales: Carla Driessen-Ohlenforst, Michael Raupach
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Lenguaje:EN
Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:71115ea714a6494f8579718f87a94a5e2021-11-11T18:13:07ZAnalytical and Numerical Investigation of an Electrochemical Chloride Barrier for Reinforced Concrete Structures10.3390/ma142167281996-1944https://doaj.org/article/71115ea714a6494f8579718f87a94a5e2021-11-01T00:00:00Zhttps://www.mdpi.com/1996-1944/14/21/6728https://doaj.org/toc/1996-1944During the development of a carbon-reinforced mortar interlayer for bridges, the idea of an electrochemical chloride barrier arose. An electrical field is generated between two carbon meshes, and the negatively charged chloride ions are held on the polarized upper carbon mesh to prevent chloride-induced corrosion in the reinforcement. Laboratory tests unexpectedly showed that higher voltages lead to an increase in chloride ions for certain depths of the reference probes. This paper discusses the implementation of analytical and numerical models that finally explain the effect only by the acting diffusion and migration with the help of a finite differences model and finite elements simulations. The effect of the local minimum is limited to positions above the depth of the first carbon layer of the test specimens. It is caused by the lines of the electrical field between the first and second carbon layer. According to the experimental and finite elements simulation results, higher voltages lead to lower chloride concentrations for all positions below the first carbon layer only after sufficient time duration. Therefore, the intended effect of an electrochemical chloride barrier can in general only be observed and confirmed after a certain time depending on position, conditions and parameters.Carla Driessen-OhlenforstMichael RaupachMDPI AGarticlepreventive cathodic protectionchloride ingressnumerical simulationscarbon-reinforced concreteTechnologyTElectrical engineering. Electronics. Nuclear engineeringTK1-9971Engineering (General). Civil engineering (General)TA1-2040MicroscopyQH201-278.5Descriptive and experimental mechanicsQC120-168.85ENMaterials, Vol 14, Iss 6728, p 6728 (2021)
institution DOAJ
collection DOAJ
language EN
topic preventive cathodic protection
chloride ingress
numerical simulations
carbon-reinforced concrete
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
spellingShingle preventive cathodic protection
chloride ingress
numerical simulations
carbon-reinforced concrete
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
Carla Driessen-Ohlenforst
Michael Raupach
Analytical and Numerical Investigation of an Electrochemical Chloride Barrier for Reinforced Concrete Structures
description During the development of a carbon-reinforced mortar interlayer for bridges, the idea of an electrochemical chloride barrier arose. An electrical field is generated between two carbon meshes, and the negatively charged chloride ions are held on the polarized upper carbon mesh to prevent chloride-induced corrosion in the reinforcement. Laboratory tests unexpectedly showed that higher voltages lead to an increase in chloride ions for certain depths of the reference probes. This paper discusses the implementation of analytical and numerical models that finally explain the effect only by the acting diffusion and migration with the help of a finite differences model and finite elements simulations. The effect of the local minimum is limited to positions above the depth of the first carbon layer of the test specimens. It is caused by the lines of the electrical field between the first and second carbon layer. According to the experimental and finite elements simulation results, higher voltages lead to lower chloride concentrations for all positions below the first carbon layer only after sufficient time duration. Therefore, the intended effect of an electrochemical chloride barrier can in general only be observed and confirmed after a certain time depending on position, conditions and parameters.
format article
author Carla Driessen-Ohlenforst
Michael Raupach
author_facet Carla Driessen-Ohlenforst
Michael Raupach
author_sort Carla Driessen-Ohlenforst
title Analytical and Numerical Investigation of an Electrochemical Chloride Barrier for Reinforced Concrete Structures
title_short Analytical and Numerical Investigation of an Electrochemical Chloride Barrier for Reinforced Concrete Structures
title_full Analytical and Numerical Investigation of an Electrochemical Chloride Barrier for Reinforced Concrete Structures
title_fullStr Analytical and Numerical Investigation of an Electrochemical Chloride Barrier for Reinforced Concrete Structures
title_full_unstemmed Analytical and Numerical Investigation of an Electrochemical Chloride Barrier for Reinforced Concrete Structures
title_sort analytical and numerical investigation of an electrochemical chloride barrier for reinforced concrete structures
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/71115ea714a6494f8579718f87a94a5e
work_keys_str_mv AT carladriessenohlenforst analyticalandnumericalinvestigationofanelectrochemicalchloridebarrierforreinforcedconcretestructures
AT michaelraupach analyticalandnumericalinvestigationofanelectrochemicalchloridebarrierforreinforcedconcretestructures
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