CONNECTION PERFORMANCE OF LENGTH-WISE FINGER-JOINTED EUCALYPTUS

The high density and large amount of extractives of eucalyptus (Eucalyptus maculata) wood are very unfavorable for the production of its finger-jointed timber. This study examined the mechanical properties of finger-joint nodes during the pressing and unloading processes at the ends, and investigated the effects of chemical agents and heat treatment methods on the performance of finger-joint connections. The results indicated that high end-pressure was crucial for maintaining the stability of finger joints, as a reduction in pressure led to significant displacement relaxation and springback. The high extractive content in eucalyptus had different effects on the bonding performance of different adhesives: polyvinyl acetate (PVAc) adhesive exhibited superior bonding performance, with tensile strength and flexural strength reaching 12.21 MPa and 52.61 MPa, respectively. Furthermore,heat treatment and anhydrous ethanol pretreatment can effectively reduce the impact of extractives at the joint interface, thereby enhancing the bonding strength. Compared to untreated controls, heat treatment improved tensile and flexural strength by 5.7% and 0.6%, respectively, while anhydrous ethanol pretreatment resulted in increases of 3.8% and 7.6%.

FLEXURAL STRENGTHENING OF THERMALLY MODIFIED RUBBERWOOD GLULAM BEAMS WITH FRP UNDER STATIC AND CYCLIC LOADS

The purpose of this research is to investigate the flexural properties and cyclic response of strengthened with fiber reinforced polymer (FRP) of glulam beam made from thermally modified rubberwood. The efficiency of three different FRP was assessed based on the bonding properties. The experimental results demonstrated that the glass fiber-reinforced polymer (GFRP) showed the strongest adhesion. Static and cyclic flexural tests were also carried out to study the behavior of glulam beams. The static test results indicated that double sides strengthened glulam beam enhanced their flexural strength. The strengthened glulam beams under static load demonstrated a reduced deformation rate due to increased modulus of rupture compared to non-strengthening glulam beam. The cyclic load test showed the strengthening effect on improving energy dissipation and ductility, while the impairment of strength did not affect