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.
Authors
- Roman Khmil (ORCID: https://orcid.org/0000-0001-7578-8750)
- Nadiia Kopiika (ORCID: https://orcid.org/0000-0003-2270-4028)
- Zinoviy Blikharskyy (ORCID: https://orcid.org/0000-0002-4823-6405)
- Yaroslav Blikharskyy (ORCID: https://orcid.org/0000-0002-3374-9195)
Institutions
- Częstochowa University of Technology (PL)
- Torrington Hospital (GB)
- University College London (GB)
- Lviv Polytechnic National University (UA)
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
Funders
- British Academy
- State Fund for Fundamental Research of Ukraine