Monotonic and cyclic flexural performance of timber beams strengthened with glass fiber-reinforced polymer rods using near-surface mounted technique

Abstract

Wood has gained widespread use as a construction material for structures. The strengthening of timber structures using fiber-reinforced polymer (FRP) reinforcement remains challenging. This paper presents an experimental investigation of timber beams strengthened with glass FRP (GFRP) rods subjected to flexure. Sixteen specimens, including four un-strengthened beams (control beams) and twelve strengthened beams, were tested. The beam dimensions were 45 mm in width, 95 mm in depth, and 1800 mm in length. The GFRP rods were retrofitted the beam soffit applying near-surface mounted (NSM) method. The test variables included the GFRP ratios by volume (i.e., 0 %, 0.59 %, 0.88 %, and 1.32 %) and the loading types of monotonic and cyclic loading conditions. The flexural performance of the beams, including the capacity, mid-span deflection versus load, displacement at the peak load, initial stiffness, energy absorption, and failure mode are assessed. Additionally, the cross-section equilibrium analysis of the GFRP-reinforced timber beams is implemented to compare against the experimental results. The experimental results indicated that the GFRP rods can enhance the flexural effectiveness of the strengthened beams subject to both monotonic and cyclic tests. Compared with the reference beams, the GFRP-retrofitted beams showed an increase by 20 %− 61 % in load-carrying capacity, by 58 %− 71 % in initial stiffness, and by 35 %− 96 % in energy absorption under monotonic loading. Meanwhile, under cyclic loading, the GFRP-reinforced timber beams exhibited an increase by 22 %− 75 % in maximum load, by 58 %− 90 % in initial stiffness, and by 19 %− 37 % in energy absorption. On other hand, the flexural moment resistance of GFRP-reinforced timber beams predicted by the section analysis depicts a good agreement compared to experimental results.