LVL Density Results and Discussion for poplar and douglas-fir LVL

59 Table 15 The increasing percentage of dynamic MOE, static MOE, MOR, density, SMOE and SMOR value of 3 mm and 5.25 mm LVL of poplar cultivars made of juvenile and mature veneers Table 16 The increasing percentage of dynamic MOE, static MOE, MOR and density value of 3 mm and 5.25 mm LVL of douglas-fir made of juvenile to mature veneers Dynamic MOE Mpa Static MOE Mpa MOR MPa Density kgm -3 LVL 5.25mm Mature 14899 14202 65 573 Juvenile 13651 13222 59 514 gain in +9 +7 +15 +11 LVL 3mm Mature 15061 14834 60 596 Juvenile 13321 12148 54 532 gain in +13 +22 +11 +12 Density 561 + 45 kgm -3 of douglas-fir LVL made of 3 mm veneers had a significantly higher density 542 + 42 kgm -3 than LVL made of 5.25 mm. The thicker veneer used to produce LVL would result in lesser glue line compare to LVL from thinner veneer. This lesser glue line would cause a lower density of LVL. The same with poplar, douglas-fir LVL made of thicker veneer were significantly lighter 4 on average when each process parameter was constant Table 16. This result was different from Palka 1961 who found that Douglas- fir plywood from 2.54 mm veneer has the lowest density compare to 3.6 mm and 5.1 mm veneers. However, these results were in line with several results in the literature H’eng et al. 2010; Daoui et al. 2011; De Melo and Del menezzi 2014.

4.7.2 Modulus of Elasticity MOE

4.7.2.1 Static MOE The ANOVA Appendix 1, showed that juvenility, poplar cultivar and veneer thickness had a significant influence on poplar static MOE p0.01. In Appendix 2, ‘Brenta’ had the highest value of static MOE 9439 MPa, while ‘I214’ had the lowest 6713 MPa. Duncan’s multiple comparison test Appendix 2 show that the MOE static value for mature poplar LVL 8880 MPa was statistically higher than for juvenile poplar LVL 7664 MPa. It also shows that there was a statistical difference Dynamic MOE MPa Static MOE MPa MOR MPa Density kgm -3 SMOE MNmkg -1 SMOR MNmkg -1 LVL 5.25mm Mature 9431 9104 54 400 22.7 0.136 Juvenile 8126 7736 45 390 19.8 0.115 gain in +16.1 +17.7 +20 +2.6 +12.8 +15.4 LVL 3mm Mature 9233 8769 55 417 21.0 0.132 Juvenile 8174 7628 47 412 18.5 0.115 gain in +13.0 +15.0 +17.0 +1.2 +11.9 +12.9 60 between cultivars which could be mostly attributed to wood density. Indeed, r 2 between static MOE and density reached 0.6, while between MOR and density reached 0.7 when using data from Appendix 3. Duncan’s multiple comparison test Appendix 2 shows that the poplar MOE static values for 3 mm and 5.25 mm are statistically different. It is interesting to note that for such a large number of samples, the effect of the veneer thickness on MOE was not negative since the average MOE increased from 8202 MPa for 3 mm to 8416 MPa for the 5.25 mm veneer. Figure 38 shows that the static MOE values between 3 mm and 5.25 mm LVL were well correlated R 2 =0.7 but this link was highly dependent on the cultivar. Furthermore, the use of thicker veneers could reduce adhesive consumption, and simplify and accelerate the production of panels with their high mechanical properties. Figure 38 Correlation between 14 poplar cultivars static MOE of LVL made of 3 mm and 5.25 mm veneers in flatwise direction The ANOVA Appendix 1 shows that the sample position factor in poplar did not have a significant effect on static MOE. Mean flatwise static MOE 8267 MPa was not statistically different from the mean edgewise MOE 8279 MPa. MOE is measured in a zone of pure bending local modulus EN408. This is why the MOE values between flatwise and edgewise positions were quite the same. Different from the results of Bing measurements for which shear deformation was considered. Shear deformations are different since shear modulus differs due to wood orthotropy and slightly to lathe check orientation. This is also the expected reason why some differences in MOE can be seen in Appendix 3. The ANOVA and Duncan’s multiple comparison test results in poplar were in agreement with observations in the literature regarding the effect of juvenile wood on solid wood and LVL stiffness Kretschmann et al. 1993; Kretschmann 1997; Nazerian et al. 2011. ANOVA Appendix 4 shows that, juvenility and interaction between juvenility and veneer thickness had significant effect to static MOE of douglas-fir LVL p0.01. Average value of douglas-fir static MOE are presented in Appendix 5. Static MOE 14484 + 2204 Mpa of LVL made of mature veneers was significantly higher compare to that of LVL made of juvenile 12735 + 1574 Mpa. This result was in line with Kretschmann et al. 1993 who concluded that the ratio of juvenile to mature of Douglas-fir LVL is approximately 0.8. y = 0.99x + 203.16 R² = 0.73 6000 6500 7000 7500 8000 8500 9000 9500 10000 6000 7000 8000 9000 10000 Static MO E L VL 3 m m Mp a Static MOE LVL 5.25mm Mpa