Effect of Panel Density on Major Properties of Oriented Strandboard

Authors

  • Siguo Chen
  • Chungui Du
  • Robert Wellwood

Keywords:

OSB, panel density, pilot plant experiment, physical and mechanical properties

Abstract

An extensive experimental study was carried out to systematically investigate the influence of panel density on oriented strandboard (OSB) properties. Nine sets of 711 × 711 × 11.1-mm aspen OSB panels with a target density varying 449-705 kg/m3 were manufactured. The panels were tested for major properties, including modulus of rupture (MOR), modulus of elasticity (MOE), internal bond strength (IB), water absorption (WA), and thickness swell (TS) after 24-h soaking and rolling shear strength (RS). The results indicated that, in general, panel density positively affected the properties of the OSB panels. Effects of panel density on parallel MOR and MOE, IB, and RS were nonlinear and could be described with convex quadratic curves. TS and WA linearly decreased with increasing panel density.

References

Brochmann J, Edwardson C, Shmulsky R (2004) Influence of resin type and flake thickness on properties of OSB. Forest Prod J 54(3):51-55.nCSA (1993) CSA O437.1-93. Test methods for OSB and Waferboard. Canadian Standards Association, Ontario, Canada.nDai C, Mei C, Korai H (2002) Density and property relationships of wood strand composites. Pages 458-466 in Proc 6th Pacific Rim bio-based composites symposium, 10-13 November 2002, Portland, OR.nDai C, Yu C, Jin J (2008) Theoretical modeling of bonding characteristics and performance of wood composites. Part IV. Internal bond strength. Wood Fiber Sci 40(2): 146-160.nGeimer RL (1982) Dimensional stability of flakeboards as affected by board specific gravity and flake alignment. Forest Prod J 32(8):44-52.nGu H, Wang S, Neimsuwan T, Wang S (2005) Comparison study of thickness swell performance of commercial oriented strandboard flooring products. Forest Prod J 55(12):239-245.nHiziroglu S (2009) Properties of strandboard panels manufactured from eastern redcedar. Materials 2(3):926-933.nJin J, Dai C, Hsu WE, Yu C (2009) Properties of strand boards with uniform and conventional vertical density profiles. Wood Sci Technol 43(7-8):559-574.nLee AWC, Stephens CB (1988) Comparative shear strength of seven types of wood composite panels at high and medium relative humidity conditions. Forest Prod J 38 (3):49-52.nLiu JY, McNatt JD (1991) Thickness swelling and density variation in aspen flakeboards. Wood Sci Technol 25(1):73-82.nVolk W (1958) Applied statistics for engineers. McGraw-Hill, New York and London. 354 pp.nWang S, Gu H, Neimsuwan T, Wang S (2003) Layer thickness swell and related properties of commercial OSB products: A comparative study. Pages 65-76 in Proc 37th International Wood Composite Materials Symp, 7-10 April 2003. Washington State Univ., Pullman, WA.nWang S, Winistorfer PM (2003) An optical technique for determination of layer thickness swell of MDF and OSB. Forest Prod J 53(9):64-71.nWang X, Salenikovich A, Mohammad M (2007) Localized density effects on fastener holding capacities in woodbased panels. Forest Prod J 57(1/2):103-109.nWinistorfer PM, Xu W (1996) Layer water absorption of medium density fiberboard and oriented strandboard. Forest Prod J 46(66):69-72.nWu Q, Lee JN (2002) Thickness swelling of oriented strandboard under long-term cyclic humidity exposure condition. Wood Fiber Sci 34(1):125-139.nWu Q, Piao C (1999) Thickness swelling and its relationship to internal bond strength loss of commercial oriented strandboard. For Prod J 49(7/8):50-55.nXu W (1999) Influence of vertical density distribution on bending modulus of elasticity of wood composite panels: A theoretical consideration. Wood Fiber Sci 31 (3):277-282.nXu W, Winistorfer PM (1995a) Layer thickness swell and layer internal bond of medium density fiberboard and oriented strandboard. Forest Prod J 45(10):67-71.nXu W, Winistorfer PM (1995b) A procedure to determine thickness swell distribution in wood composite panels. Wood Fiber Sci 27(2):119-125.nZhang Y, Yan N, Cooper PA (2005) Predicting concentrated static load performance of oriented strandboard. Forest Prod J 55(12):148-152.n

Downloads

Published

2010-04-05

Issue

Section

Research Contributions