Influence of Machining Parameters on the Tensile Strength of Finger-Jointed Sugar Maple Lumber

Authors

  • Christian Dagenais
  • Alexander Salenikovich

Keywords:

Finger-jointed lumber, machining, engineered wood products, sugar maple, hardwood

Abstract

Presently, finger-jointed softwood lumber is used in manufacturing of structural engineered wood products such as glued laminated (glulam) beams and prefabricated wood I-joists. However, the use of high-density hardwoods appears to be an attractive alternative material to achieve a higher performance of these products. Certain machining parameters have to be controlled in order to produce suitable gluing surfaces and to optimize the finger-jointing process. The main objective of this study was to evaluate the effect of machining parameters on the ultimate tensile strength parallel to grain (UTS) of finger-jointed sugar maple dimension lumber. Three different chip-loads and three cutting speeds were used as variables. Based on test results, the cutting speed appeared to influence the UTS the most. The best average UTS (47.1 MPa) of finger-jointed sugar maple specimens was achieved with a chip-load of 0.60 mm and a cutting speed of 2726 m/min (rotation speed of 3250 RPM and feed speed of 11.7 m/min).

References

American National Standards Institute (ANSI). 2002. American National Standard for Wood Products—Structural Glued Laminated Timber ANSI/AITC A190.1. American National Standards Institute, sponsored by the American Institute of Timbre Construction, Vancouver, WA.nAmerican Plywood Association (APA). 2006. Market Outlook 2006-2011. Paper presented at the 2006 Annual Meeting, St-Antonio, TX. American Plywood Association, Tacoma, WA.nAmerican Society for Testing and Materials (ASTM). 2000. Standard Practice for Establishing Allowable Properties for Visually-Graded Dimension Lumber from In-Grade Tests of Full-Size Specimens. D1990. American Society for Testing and Materials, West Conshohocken, PA.nAmerican Society for Testing and Materials (ASTM). 2004. Standard Specification for Computing the Reference Resistance of Wood-Based Materials and Structural Connections for Load and Resistance Factor Design. D5457. American Society for Testing and Materials, West Conshohocken, PA.nAmerican Society for Testing and Materials (ASTM). 2005. Static Tests of Timbers in Structural Sizes. D198. American Society for Testing and Materials, West Conshohocken, PA.nBureau du Forestier en Chef. 2006. Possibilité forestière 2008-2013—Résultats Provinciaux, from http://www.forestierenchef.gouv.qc.ca/document/resultats-provinciaux.pdf'>http://www.forestierenchef.gouv.qc.ca/document/resultats-provinciaux.pdfnBustos, C. 2003. Optimisation du procédé d'aboutage par entures multiples du bois d'épinette noire. PhD Thesis, Université Laval, Québec.nBustos, C., Hernàndez, R. E., R. Beauregard, and M. Mohammad 2004. Influence of machining parameters on the structural performance of finger-joined black spruce. Forest Prod. J. 36(3):359-367.nChui, Y. H., and S. Delahunty 2005. Glued Engineered Products Made of Red Maple. NRCan Value to Wood project UNB6. University of New Brunswick, Wood Science and Technology Center, Fredericton, N.B.nHernandez, R., J. F. Davalos, S.S. Sonti, Y. Kim, and R. C. Moody 1997. Strength and Stiffness of Reinforced Yellow-Poplar Glued-Laminated Beams (Research Paper FPL-RP-554). Forest Prod. Lab., Madison, WI.nHernàndez, R. E., and N. Naderi 2001. Effects of knife jointing on the gluing properties of wood. Wood Fiber Sci. 33(2):292-301.nHernàndez, R. E., and G. Rojas 2002. Effects of knife jointing and wear on the planed surface quality of sugar maple. Wood Fiber Sci. 34(2):293-305.nKing, T. A., and G.-F. Chen 2001. Adhesive and wood. Specialty Wood Journal 4(6):12-18.nManbeck, H. B., J. J. Janowiack., P. R. Blankenhorn, P. Labosky, R. C. Moody, and R. Hernandez 1996. Efficient Hardwood Glued-Laminated Beams. 1-283-290. Paper presented at the International Wood Engineering Conference, Louisiana State University, Baton Rouge, LA.nMohammad, M. 2002. Finger-joint Process Optimization for Structural Applications (Project No. 2739). Forintek Canada Corp., Sainte-Foy, Québec.nNational Lumber Grades Authority (NLGA). 2003a. Normes de produits spéciaux pour le bois de charpente jointé SPS 1. National Lumber Grades Authority, New Westminster, BC.nNational Lumber Grades Authority (NLGA). 2003b. Normes de produits spéciaux pour la semelle de bois jointé. SPS 4. National Lumber Grades Authority, New Westminster, BC.nPelvris, N., and T. C. Triantafillou 1992. GFRP-reinforced wood as structural material. Materials in Civil Engineering 4(3):300-317.nReeb, J. E., J. J. Karchesy, J.R. Foster, and R. L. Krahmer 1998. Finger-joint quality after 4, 6 and 32 hours of knife wear: Preliminary results. Forest Prod. J. 48(7/8): 33-36.nSchuler, A., C. Adair, and E. Elias 2001. Engineered lumber products: Taking their place in the global market. Forestry 99(12):28-35.nSellers Jr., T., J. R. McSween, and W. T. Nearn 1988. Gluing of Eastern Hardwoods: A Review (General Technical Report SO-71). US Department of Agriculture, Forest Service, New Orleans, LA.nSimpson, W. T., and X. Wang 2005. Drying and Heat Sterilization of Maple Lumber for Structural Uses. Undervalued Hardwoods for Engineered Materials and Components: Pages 51-63. Forest Products Society, Madison, WI.nSpaun, F. D. 1981. Reinforcement of wood with fiberglass. Forest Prod. J. 31(4):26-33.nVerreault, C. 2000. Utilisation des coeurs de bois franc dans des bois d'ingénierie à usage structural (Projet 1949). Forintek Canada Corp., Sainte-Foy, Qc.n

Downloads

Published

2008-01-28

Issue

Section

Research Contributions