Adhesive bonding of fiber-reinforced polymer (FRP) patches is increasingly used to strengthen steel structures. While carbon FRP (CFRP) and epoxy adhesives are the primary materials in industrial applications, this study explores hybrid Carbon/Flax FRP as an alternative for reinforcing steel plates under flexural loading. Four composite layups were tested: F5 (flax), C5 (carbon), CFC, and FC (carbon/flax hybrids). These patches were bonded to steel plates using three adhesives: a flexible and ductile silane-modified polymer (SMP-FD), a medium flexibility-ductility acrylate (ACR-MFD), and a rigid and brittle epoxy (EP-RB), representing a wide range of adhesive properties. Three-point bending tests were conducted to evaluate mechanical performance compared to unreinforced steel plates. Results demonstrated that composite patch bonding significantly enhances load-bearing capacity. The EP-RB adhesive provided the highest reinforcement, followed by ACR-MFD and SMP-FD. Hybrid FC and CFC configurations achieved reinforcement comparable to or greater than pure carbon (C5), highlighting the potential of hybrid designs for structural applications. ... Read more

For strengthening or rehabilitation of existing structures, patches of fiber-reinforced polymers (FRP) materials are being adhesively bonded to the existing metallic structures. So far, Carbon FRP (CFRP) are the main composite materials industrially implemented for metal structural reinforcement, due to their reliability and high mechanical performances. However, multiple researchers have highlighted the negative environmental impact of synthetic composite materials, and interest is shifting towards the use and development of bio-based composite materials. This paper presents an FE numerical investigation of the use of Hybrid Carbon/Flax FRP as an alternative solution for structural reinforcement of steel plates under flexural loading. Four different configurations of patches are studied to be bonded to steel rectangular plates, and three point bending tests are numerically modelled to simulate the flexural behaviour of the assemblies. Compared to the unreinforced steel plate baseline, reinforcements C5, F5, CFFFC, and FFFCC exhibited improvements of 149%, 120%, 137%, and 145% in bending stiffness, respectively. ... Read more