23 Mar 2026

Experimental Evaluation of Corroded Steel Beams Retrofitted with Fiber-Reinforced Polymers

Abstract: Corrosion represents one of the main threats to steel structures working in harsh conditions. It compromises the safety and integrity of marine structures, reducing their lifespan and increasing their maintenance cost. Recent studies investigated the use of fiber-reinforced polymers to repair corroded steel structures; however, these studies showed unmatured debonding behavior, stopping short of examining the impact of these repairs on the ductility of different steel elements. In this study, we conduct a series of full-scale experimental tests to investigate the impact of chemical corrosion on steel beams as well as the impact of repairing the beams using carbon fiber–reinforced polymer (CFRP) and basalt fiber–reinforced polymer (BFRP) in enhancing the beams’ structural performance. Corrosion, introduced to the beams’ tension flange and web elements, is used to establish a baseline dataset that captures the impact of repairs on corroded steel surfaces. The results show that the reduction of the flange and web section lowers the beams’ yielding load by 10% and 1%, respectively, compared with a beam with a full cross section. CFRP and BFRP patches can partially restore the corroded beams’ ductility; however, the fracture of the CFRP patches reduces the beam strength by 31% compared with its ultimate strength.

29 Aug 2024

Experimental Evaluation of Steel Beams with Mechanical Section Reduction Retrofitted with Fiber Polymers

Abstract: Steel elements working in a harsh environment can be exposed to corrosion that degrades their performance and threatens the integrity of the whole structure. Recent studies propose using carbon (CFRP) and basalt (BFRP) fiber–reinforced polymers to repair corroded steel cross sections; however, most of these studies have not explored many of the structural characteristics, including ductility. In this study, we conduct a series of full-scale experimental tests to investigate the impact of corrosion, represented as mechanical section reduction, on steel beams as well as the impact of repairing the beams using CFRP and BFRP in enhancing the beams’ structural performance. Mechanical section reduction, introduced to the flange and web elements, is used to establish a baseline dataset that captures the impact of repairs in the absence of corrosion. Four-point bending loading conditions are utilized for all tested beams. The results show that the reduction of the flange and web section lowers the beams’ yielding load by 10% and 8%, respectively, compared with a beam with a full cross section. Utilizing CFRP and BFRP patches can partially restore the corroded beams’ ductility; however, the BFRP is outperforming the CFRP in improving their ultimate strength by 10% and enhancing their ductility by 10%.