From severe corrosion to structural recovery: A DIC-validated CFRP strategy for restoring bearing capacity of RC beams

Corrosion-induced degradation of steel reinforcement in concrete infrastructure poses critical safety and sustainability challenges, accelerating structural failures and generating billions in global reconstruction waste annually. While carbon fibre-reinforced polymer (CFRP) composites are widely used for rehabilitation, existing studies lack systematic data on their efficacy for high-strength reinforcement (A500C grade) under severe corrosion. Furthermore, traditional strain-monitoring methods lack spatial resolution for real-time damage assessment, hindering adaptive repair strategies. This study addresses these gaps by integrating CFRP strengthening with a combined non-contact monitoring framework - digital image correlation (DIC) and non-contact strain gauges - to enable cross-validated, high-resolution assessment of rehabilitated reinforced concrete (RC) beams. Key novelty centres on the integrated dual-functional application of artificial markers for synchronized cross-validation of multi-material deformations at the CFRP-concrete interface and mitigation of potential optical artifacts during high-resolution DIC monitoring. Twelve full-scale beams with Ø20 A500C reinforcement (damaged to 12–18 mm diameters) were retrofitted with Sika Carbodur S512 CFRP and tested under four-point bending. Results demonstrated CFRP restored 103–108% of the original bearing capacity for moderate corrosion (20–36% area loss) and 79–95% for severe cases (50–64% loss), reducing deflections by 14–32%. The non-contact monitoring system achieved < 7% inter-method deviation, confirming its reliability for infrastructure diagnostics. Crucially, CFRP retrofitting restored structural performance through localized rehabilitation rather than replacement, highlighting its potential for resource-efficient infrastructure maintenance. This work advances dual CFRP and non-contact sensing strategy that enhances structural resilience while enabling scalable, data-driven maintenance - a critical step toward resource-efficient infrastructure systems.

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Publication Details

Journal
Structures
Published
2026-06-17
DOI
https://doi.org/10.1016/j.istruc.2026.112397
Primary Topic
Concrete Corrosion and Durability
Type
article
Field-Weighted Citation Impact
0.00

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article

From severe corrosion to structural recovery: A DIC-validated CFRP strategy for restoring bearing capacity of RC beams

Roman Khmil, Nadiia Kopiika, Zinoviy Blikharskyy, Yaroslav Blikharskyy
Structures
Concrete Corrosion and Durability
article

From severe corrosion to structural recovery: A DIC-validated CFRP strategy for restoring bearing capacity of RC beams

Roman Khmil, Nadiia Kopiika, Zinoviy Blikharskyy, Yaroslav Blikharskyy
article en

Abstract

Corrosion-induced degradation of steel reinforcement in concrete infrastructure poses critical safety and sustainability challenges, accelerating structural failures and generating billions in global reconstruction waste annually. While carbon fibre-reinforced polymer (CFRP) composites are widely used for rehabilitation, existing studies lack systematic data on their efficacy for high-strength reinforcement (A500C grade) under severe corrosion. Furthermore, traditional strain-monitoring methods lack spatial resolution for real-time damage assessment, hindering adaptive repair strategies. This study addresses these gaps by integrating CFRP strengthening with a combined non-contact monitoring framework - digital image correlation (DIC) and non-contact strain gauges - to enable cross-validated, high-resolution assessment of rehabilitated reinforced concrete (RC) beams. Key novelty centres on the integrated dual-functional application of artificial markers for synchronized cross-validation of multi-material deformations at the CFRP-concrete interface and mitigation of potential optical artifacts during high-resolution DIC monitoring. Twelve full-scale beams with Ø20 A500C reinforcement (damaged to 12–18 mm diameters) were retrofitted with Sika Carbodur S512 CFRP and tested under four-point bending. Results demonstrated CFRP restored 103–108% of the original bearing capacity for moderate corrosion (20–36% area loss) and 79–95% for severe cases (50–64% loss), reducing deflections by 14–32%. The non-contact monitoring system achieved < 7% inter-method deviation, confirming its reliability for infrastructure diagnostics. Crucially, CFRP retrofitting restored structural performance through localized rehabilitation rather than replacement, highlighting its potential for resource-efficient infrastructure maintenance. This work advances dual CFRP and non-contact sensing strategy that enhances structural resilience while enabling scalable, data-driven maintenance - a critical step toward resource-efficient infrastructure systems.

StructuresVol. 90
Częstochowa University of Technology (PL), Torrington Hospital (GB), University College London (GB), Lviv Polytechnic National University (UA)
British Academy, State Fund for Fundamental Research of Ukraine
Industry, innovation and infrastructure
Openalex Percentile: Top 11%
Concrete Corrosion and Durability
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