Mechanical Properties of Low-Stiffness Out-of-Grade Hybrid Pine — Effects of Knots, Resin and Pith

Mechanical Properties of Low-Stiffness Out-of-Grade Hybrid
Pine — Effects of Knots, Resin and Pith

Out‐of‐grade pine timber is an abundant material resource that is underutilised because its mechanical properties are not well understood. Increasing trends toward shorter rotation times and fast‐grown plantation pines around the world such as Pinus elliottii x P. caribaea var. hondurensis hybrid (PEExPCH) mean low‐stiffness corewood is becoming a larger portion of this out‐of‐grade population. This study characterised the modulus and strength properties in bending, compression parallel to grain (CParG) and compression perpendicular to grain (CPerpG), shear and tension strength of low‐stiffness out‐of‐grade PEExPCH. The effect of resin, knots and pith on these properties were also investigated. The results show that in clear wood, the MOE in bending, CParG, CPerpG and shear modulus are 6.9 GPa, 5.78 GPa, 0.27 GPa and 0.59 GPa, respectively, while strengths are 45.8 MPa, 29.4 MPa, 6.7 MPa, 5.7 MPa, respectively. The tensile strength is 32.4 MPa. Resin significantly increased density 45% higher than clear, but performed similar with the excep-tion of CPerpG MOE and strength which were significantly different. Resin area ratio (RAR) has a moderate correlation with density with an R2 of 0.659 but low to no correlation for mechanical prop-erties. Knots were significantly different to clear for all test types and within a range of 48% to 196%. Knots were high in CPerpG MOE and strength but lower for all other properties and had the largest negative impact on tensile strength. Knot area ratio (KAR) had low to moderate correlation with tension strength and CPerpG MOE with R2 of 0.48 and 0.35, respectively. Pith was within the range of 76% to 121% of non‐pith samples for structural performance, some of which were significantly different, and pith samples were higher in density than non‐pith. This new information is crucial for the effective establishment of grading rules, design optimisation and utilisation of low‐stiffness out‐of‐grade PEExPCH as a new material resource in civil engineering applications.