Feasibility and Prospects of Applying Electrolytic Protection Against Corrosion of Reinforced Concrete Bridge Supports

To analyze the engineering aspects, assess the effectiveness, and evaluate economic feasibility of implementing electrolytic protection (ELP) to mitigate corrosion, thereby prolong the service life and enhance the reliability of reinforced concrete bridge support structures subjected to chloride aggression. Methods: The research relies on a comprehensive review of scientific literature from databases such as Scopus, Web of Science, and RSCI, alongside with an analysis of regulatory and technical documents including ISO standards and national codes of practice, as well as results from field surveys. Mathematical modelling was utilized to determine the relationship between the corrosion rate, chloride concentration, and protective current density. Life Cycle Cost Analysis (LCCA) was conducted using specialized software to compare maintenance strategies. Field measurements of chloride ion content and stray current characteristics were performed. Results: The research illustrates an exponential increase in the corrosion rate at chloride concentrations above 0.4%, escalating from 2.43 to 177.01 μm/year. A corrosion reduction of up to 99% has been achieved at the current density of 10–15 mA/m². ELP systems, which use an external current source, can prolong the service life of supports by a factor of 45, with an initial investment of approximately 450 USD/m². The Net Present Value (NPV) of costs decreases to USD 355 thousand, in contrast to USD 510 thousand allocated for conventional repairs. The optimal range for cathodic current density necessary for effective corrosion suppression has been determined to be between 5–15 mA/m². Practical significance: The potential for integrating ELP into an infrastructure lifecycle management strategy has been demonstrated. This technology not only offers significant cost savings (1.5–2.5 times less than traditional methods) but also enhances bridge operational safety and facilitates a more efficient allocation of resources for the maintenance of transportation networks.

Authors

Institutions

Publication Details

Journal
Proceedings of Petersburg Transport University
Published
2025-12-05
DOI
https://doi.org/10.20295/1815-588x-2025-4-1073-1084
Primary Topic
Concrete Corrosion and Durability
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Feasibility and Prospects of Applying Electrolytic Protection Against Corrosion of Reinforced Concrete Bridge Supports

Sharofat Kadirova, Anatoliy Antonyuk, Andrey Belyy, Andrey Mahon'ko
Proceedings of Petersburg Transport University
Concrete Corrosion and Durability
article

Feasibility and Prospects of Applying Electrolytic Protection Against Corrosion of Reinforced Concrete Bridge Supports

Sharofat Kadirova, Anatoliy Antonyuk, Andrey Belyy, Andrey Mahon'ko
article en

Abstract

To analyze the engineering aspects, assess the effectiveness, and evaluate economic feasibility of implementing electrolytic protection (ELP) to mitigate corrosion, thereby prolong the service life and enhance the reliability of reinforced concrete bridge support structures subjected to chloride aggression. Methods: The research relies on a comprehensive review of scientific literature from databases such as Scopus, Web of Science, and RSCI, alongside with an analysis of regulatory and technical documents including ISO standards and national codes of practice, as well as results from field surveys. Mathematical modelling was utilized to determine the relationship between the corrosion rate, chloride concentration, and protective current density. Life Cycle Cost Analysis (LCCA) was conducted using specialized software to compare maintenance strategies. Field measurements of chloride ion content and stray current characteristics were performed. Results: The research illustrates an exponential increase in the corrosion rate at chloride concentrations above 0.4%, escalating from 2.43 to 177.01 μm/year. A corrosion reduction of up to 99% has been achieved at the current density of 10–15 mA/m². ELP systems, which use an external current source, can prolong the service life of supports by a factor of 45, with an initial investment of approximately 450 USD/m². The Net Present Value (NPV) of costs decreases to USD 355 thousand, in contrast to USD 510 thousand allocated for conventional repairs. The optimal range for cathodic current density necessary for effective corrosion suppression has been determined to be between 5–15 mA/m². Practical significance: The potential for integrating ELP into an infrastructure lifecycle management strategy has been demonstrated. This technology not only offers significant cost savings (1.5–2.5 times less than traditional methods) but also enhances bridge operational safety and facilitates a more efficient allocation of resources for the maintenance of transportation networks.

Proceedings of Petersburg Transport UniversityVol. 22(4)
Tashkent State Transport University (UZ), Federal Highway Administration (US), SINTEF (NO), Petersburg State Transport University (RU)
Openalex Percentile: Top 60%
Concrete Corrosion and Durability
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.