Flexural properties of bamboo-reinforced southern pine OSB beams

Forest Products Journal

Volumn 47, Issue 6, 1997, Pages 74-78

  Lee, Andy W C ^a   Bai, Xuesong ^a   Bangi, Audimar P ^a  

^a CLEMSON UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0013061994     PISSN: 00157473     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (33)

1. American Society for Testing and Materials. 1993. Standard methods of static tests of timbers in structural sizes. ASTM D-198. West Conshohocken, Pa.
2. American Institute of Timber Construction. 1993. Engineered glued laminated timber for commercial, residential and industrial uses. AITC Publishing, Englewood, Colo.
3. Biblis, E.J. 1965. Analysis of wood-fiber-glass composite beams within and beyond the elastic region. Forest Prod. J. 15(2):81-88.
4. _ and W.C. Lee. 1975. Simplification on the experimental method for determining plate shear modulus of plywood and particleboard. Forest Prod. J. 26(4):38-42.
5. Bulleit, W.M., L.B. Sandberg, and G.J. Woods. 1989. Steel-reinforced glued laminated timber. J. of Structural Engineering 115(2):433-445.
6. Coleman, G.E. and H.T. Hurst. 1974. Timber structures reinforced with light gage steel. Forest Prod. J. 24(7):45-53.
7. Curtis, J.O. 1972. Steel-reinforced wooden beams. Transactions of the Am. Soc. of Agri. Engineers, pp. 552-555.
8. Enquist B, P.J. Gustafsson, and H.J. Larsen. 1991. Glass-fiber reinforcement perpendicular to the grain. Proc. of the 1991 International Timber Engineering Conference, Vol.3, London, pp. 3.242-3.250.
9. Forest Products Laboratory. 1987. Wood Handbook: Wood as an Engineering Material. USDA Forest Serv., Forest Prod. Lab., Madison, Wis.
10. Gardner, D.J., J.F. Davalos, and U.M. Munipalle. 1994. Adhesive bonding of pultruded fiber-reinforced plastic to wood. Forest Prod. J. 44(5):62-66.
11. Hoover, W.L, J.M. Ringe, C.A. Eckelman, and J.A. Youngquist. 1987. Material design factors for hardwood laminated-veneer-lumber. Forest Prod. J. 37(9):15-23.
12. Hunt, M.O. 1970. The prediction of the elastic constants of particleboard by means of a structural analogy. Ph.D. diss. North Carolina State Univ., Raleigh, N.C. 114 pp.
13. Johnson, J.A., G. Ifju, and H.W. Rogers. 1975. The performance of composite/particular beams under two-point loading. Wood and Fiber 8(2):85-97.
14. Jones, R.H. 1975. Mechanics of Composite Materials. Hemisphere Publishing Corp., New York.
15. Koch, P. 1967. Location of laminae by elastic modulus may permit manufacture of very strong beams from rotary-cut southern pine veneer. SO-RP-34. USDA Forest Serv., Southern Forest Expt, Sta., New Orleans, La. 12 pp.
16. Krueger, G.P. and P.M. Eddy, Jr. 1974. Ultimate-strength design of reinforced timber: moment rotation characteristics. Wood Sci. 6(4):330-343
17. Labosky, P., Jr., P.R. Blankenhorn, J.J. Janowiak, and H.M. Manbeck. 1993. Bond strength of resorcinolic adhesives on northeastern hardwoods. Forest Prod. J. 43(2):19-22.
18. Lantos, G. 1970. The flexural behavior of steel reinforced laminated limber beams. Wood Sci. 2(3):136-143.
19. Laufenberg, T.L., R.E. Rowlands, and G.P. Krueger. 1984. Economic feasibility of synthetic fiber reinforced laminated veneer lumber (LVL). Forest Prod. J. 34(4):15-22.
20. Lee, A.W.C., X.-S. Bai, and P.N. Peralta. 1996. Physical and mechanical properties of Strandboard made from Moso bamboo. Forest Prod. J. 46(11/12):84-88.
21. _,_, and_.1994. Selected physical and mechanical properties of giant timber bamboo grown in South Carolina. Forest. Prod. J. 44(99):40-46.
22. Manrich, S. and J.A.M. Agnelli. 1989. The effect of chemical treatment of wood and polymer characteristics on the properties of wood-polymer composites. J. of Applied Polymer Sci. 37(7):1777-1790.
23. Mark, R. 1961. Wood-aluminum beams within and beyond the elastic range. I. rectangular sections. Forest Prod. J. 11(10):477-484.
24. Pincus, G. 1970. Behavior of wood-concrete composite beams. J. of the Structural Div., Proc. of the Am. Soc. of Civil Engineers 96(ST10):2009-2019. ASCE.
25. _. 1969. Bonded wood-concrete T-beams. J. of the Structural Div., Proc. of the Am. Soc. of Civil Engineers 96(ST10):2265-2279. ASCE.
26. Plevris, N. and T.C. Triantafillou. 1993. FRP-reinforced wood as structural material. J. of Materials in Civil Engineering 4(3):300-317.
27. Rowlands, R.E., R.P. Van Deweghe, T.L. Laufenberg, and G.P. Krueger. 1986. Fiber-reinforced wood composites. Wood and Fiber Sci. 18(1):39-57.
28. Sliker A. 1962. Reinforced wood laminated beams. Forest Prod. J. 12(2):91-96.
29. Smulski, SJ. and G. Ifju. 1987. Flexural behavior of glass fiber reinforced hardboard. Wood and Fiber Sci. 19(3):313-327.
30. Stalling, B.C. and S.A. Sinclair. 1989. The competitive position of wood as a residential siding material. Forest Prod. J. 39(4):8-14.
31. Triche, M.H. 1990. Shear deflection effect on I-joist design. Wood Design Focus 1(2):3-5
32. van de Kuilen, J.-W.G. 1991. Theoretical and experimental research on glass fiber reinforced laminated timber beams. Proc. of the 1991 International Timber Engineering Conference. Vol.3. London. pp. 3.226-3.233.
33. Wangaard, F.F. 1964. Elastic deflection of wood-fiberglass composite beams. Forest Prod. J. 14(6):256-260.