A Review on the Physical Parameters Affecting the Bond Behavior of FRP Bars Embedded in Concrete

• Published in: Polymers Vol. 14; no. 9; p. 1796
• Main Authors: Başaran, Boğaçhan, Kalkan, İlker, Beycioğlu, Ahmet, Kasprzyk, Izabela
• Format: Journal Article
• Language: English
• Published: Switzerland MDPI AG 28-04-2022; MDPI
• Subjects: Bars; Bonding strength; Compressive strength; Concrete; Concrete properties; Corrosion; Ductility; Experiments; Fiber reinforced concretes; Fiber reinforced plastics; Fiber reinforced polymers; Humidity; Mechanical properties; Metal fatigue; Parameters; Physical properties; Rebar; Researchers; Review; Sand; Shear lag; Surface layers; Tensile strength; ribbed surface; epoxy resin; mechanical interlocking; thermal expansion; wound bar; polymer reinforcement; surface friction; bond behavior
• ISSN: 2073-4360; 2073-4360
• DOI: 10.3390/polym14091796

The present study is a detailed literal survey on the bond behavior of FRP (Fiber Reinforced Polymer) reinforcing bars embedded in concrete. There is an urgent need for the accurate assessment of the parameters affecting the FRP-concrete bond and quantification of these effects. A significant majority of the previous studies could not derive precise and comprehensive conclusions on the effects of each of these parameters. The present study aimed at listing all of the physical parameters affecting the concrete-FRP bond, presenting the effects of each of these parameters based on the common opinions of the previous researchers and giving reasonable justifications on these effects. The studies on each of the parameters are presented in detailed tables. Among all listed parameters, the surface texture was established to have the most pronounced effect on the FRP-concrete bond strength. The bond strength values of the bars with coarse sand-coating exceeded the respective values of the fine sand-coated ones. However, increasing the concrete strength was found to result in a greater improvement in bond behavior of fine sand-coated bars due to the penetration of concrete particles into the fine sand-coating layer. The effects of fiber type, bar diameter and concrete compressive strength on the bar bond strength was shown to primarily originate from the relative slip of fibers inside the resin of the bar, also known as the shear lag effect.