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Official Journal of the Japan Wood Research Society

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Comparative study on physical and mechanical properties of laminated veneer lumber and plywood panels made of wood from fast-growing Gmelina arborea trees

Abstract

Laminated products, such as laminated veneer lumber (LVL) or plywood (PW), have become important recently. The objective of this study was to determine and compare properties of panels fabricated with veneers of Gmelina arborea trees in a fast-growth plantation and glued with phenol formaldehyde resin. The results showed that LVL and PW physical and mechanical properties are comparable to those of solid wood with a specify gravity of 0.60. Moreover, these panels can be cataloged into group 2 of PS 1–95 of the Voluntary Products Standard of the United States. The difference in physical properties was not statistically significant between LVL and PW panels, except for water absorption. Some mechanical properties, such as hardness and glue-line shear, modulus of rupture in perpendicular flexure, nail and screw withdrawal parallel, and perpendicular strength, were statistically different between LVL and PW. However, no differences were established for the modulus of elasticity, tensile strength parallel to the surface, or tensile strength perpendicular to the surface. The differences were attributed to the venners’ orientation in the panels studied.

References

  1. Kamala BS, Kumar P, Rao RV, Sharma SN (1999) Performance test of laminated veneers lumber (LVL) from rubber wood for different physical and mechanical properties. Holz Roh Werkst 57:114–116

    Article  CAS  Google Scholar 

  2. Shukla SR, Pascal D (2008) Properties of laminated veneer lumber (LVL) made with low density hardwood species effect of the pressure duration. Holz Roh Werkst 66:119–127

    Article  CAS  Google Scholar 

  3. Aydin I, Colak S, Colakoglu G, Salih E (2004) A comparative study on some physical and mechanical properties of laminated veneer lumber (LVL) produced from beech (Fagus orientalis Lipsky) and eucalyptus (Eucalyptus camaldulensis Dehn) veneers. Holz Roh Werkst 62:218–220

    Article  CAS  Google Scholar 

  4. Lam F (2001) Modern structural wood products. Prog Struc Eng Mater 3:238–245

    Article  Google Scholar 

  5. Wong ED, Razali AK, Shuichi K (1996) Properties of rubber wood LVL reinforced with Acacia veneers. Wood Res 83:8–16

    Google Scholar 

  6. Ozarska B (1999) A review of the utilization of hardwoods for LVL. Wood Sci Tech 33:341–351

    Article  CAS  Google Scholar 

  7. Dvorak WS (2004) World view of Gmelina arborea opportunities and challenges. New Forest 28:111–126

    Article  Google Scholar 

  8. Moya R (2004) Wood of Gmelina arborea in Costa Rica. New Forest 28:299–307

    Article  Google Scholar 

  9. Calvo JC, Arias D, Richter DD (2007) Early growth performance of native and introduced fast growing tree species in wet to subhumid climates of the southern region of Costa Rica. Forest Ecol Manag 242:227–235

    Article  Google Scholar 

  10. González G, Moya R, Monge F, Cordoba R, Coto J (2004) Evaluating the strength of finger-joined lumber of Gmelina arborea in Costa Rica. New Forest 28:319–323

    Article  Google Scholar 

  11. Sasaki H, Wan Q, Kawai S (1993) Laminated veneer lumber and composite beams produced from tropical hardwood thinning. Curr Jpn Mater Res 11:55–66

    Google Scholar 

  12. Maderas Cultivadas S. A. (2009) http://www.maderascultivadas.com Accessed January 15, 2010

  13. European Norms (1994) EN 326-1Wood-based panels: sampling, cutting and inspection; sampling and cutting of test pieces and expression of test results. United European, Brussels

    Google Scholar 

  14. ASTM International (2003) ANSI/ASTM D-2395-02: Standard test methods for specific gravity of wood and wood-base materials. ASTM International, West Conshohocken, vol 04-10

  15. ASTM International (2003) ANSI/ASTM D-4442-92: Standard test methods for direct moisture content measurement of wood and wood-base materials. ASTM International, West Conshohocken, vol 04-10

  16. ASTM International (2003) ANSI/ASTM D-1037-92: Standard test methods for evaluating properties of wood-base fiber and particle panel materials. ASTM International, West Conshohocken, vol 04-10

  17. JAS — Japan Agriculture Standard (2007) JAS notification no. 111: Structural plywood standard notification, glue laminated timber. Japanese Ministry of Agricultural Forests and Fisheries

  18. ASTM International (2003) ANSI/ASTM D-2559-92: Standard specification for adhesives for structural laminated wood products for use under exterior (wet use) exposure conditions. ASTM International, West Conshohocken, vol 15-06

  19. ASTM International (2003) ANSI/ASTM D-3500-92: Standard test methods for structural panels in tension. ASTM International, West Conshohocken, vol 04-10

  20. ASTM International (2003) ANSI/ASTM D-3501-92: Standard test methods for wood-based structural panels in compression. ASTM International, West Conshohocken, vol 04-10

  21. ASTM International (2003) ANSI/ASTM D-3043: Standard test methods for structural panels in flexure. ASTM International, West Conshohocken, vol 04-10

  22. Abdul HPS, Nurul MR, Bhat AH, Jawaid M, Nik NA (2010) Development and material of new hybrid plywood from oil palm biomass. Mater Design 31:417–424

    Article  Google Scholar 

  23. Chauhan SS, Aggarwal P (2004) Effect of moisture sorption state on transverse dimensional changes in wood. Eur J Wood Wood Prod 62:50–55

    Article  Google Scholar 

  24. Babatunde A, Olufemi B, Fuwape JA, Badejo SO (2008) Effect of wood density on bending strength and dimensional movement of flake boards from Gmelina arborea and Leucaena leucocephala. In: Proceedings of the 11th international inorganic-bonded fiber composites conference, Madrid, pp 260–266

  25. National Institute of Standards and Technology (1988) Voluntary products standard PS 1-95: construction and industrial plywood. National Institute Standards, Technology Products Standards of USA, 48 pp

  26. Norita H, Kojima Y, Susuki S (2008) The aging effects of water treatments in wet-bending for standardized testing of wood panels. J Wood Sci 54:121–127

    Article  Google Scholar 

  27. Vick C (1999) Adhesive bonding of wood materials. In: Wood handbook — wood as an engineering material. Gen. Tech. Reo. FPLGTR-113. US Department of Agriculture, Forest Service, Forest Products Laboratory, Madison, WI, p 463

  28. Sheldon S, Walker J (2006) Wood-based composites: plywood and veneer-based products. In: Walker J (ed) Primary wood processing: principles and practice, 2nd edn. Springer, New York, pp 391–426

    Google Scholar 

  29. ASTM International (2005) ANSI/ASTM D-5751 (reproved 2003). Standard specification for adhesives used for laminated joints in nonstructural lumber products. ASTM International, West Conshohocken, vol 04-10

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Correspondence to Róger Moya.

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Tenorio, C., Moya, R. & Muñoz, F. Comparative study on physical and mechanical properties of laminated veneer lumber and plywood panels made of wood from fast-growing Gmelina arborea trees. J Wood Sci 57, 134–139 (2011). https://doi.org/10.1007/s10086-010-1149-7

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  • DOI: https://doi.org/10.1007/s10086-010-1149-7

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