Nondestructive Evaluation of Modulus of Elasticity of Yellow-Poplar LVL: Effect of Veneer-Joint Design and Relative Humidity
Keywords:
Laminated veneer lumber (LVL), yellow-poplar, nondestructive testing (NDT), stress wave, transverse vibration, veneer joints, static bending, relative humidityAbstract
Two nondestructive testing (NDT) methods, stress-wave propagation and transverse vibration, were employed to evaluate the modulus of elasticity (MOE) of laminated veneer lumber (LVL) fabricated with rotary-peeled yellow-poplar (YP) veneers and phenol-formaldehyde resin. Three groups of LVL specimens, 50 in each group, randomly selected from a very large sample population (over 250), were evaluated in this study. Group I specimens had scarfed veneer-joints; group II had crushed-lap veneer-joints; and group III had no veneer-joints and served as controls. Twenty-five specimens in each group were preconditioned and equilibrated under environmental conditions of 65% relative humidity (RH) and the remainder under 95% RH at 23.9°C (75°F) before the evaluation of nondestructive MOE. Results showed that MOEs of YP-LVL predicted by NDT methods were influenced by the presence of veneer-joints and the difference existed between the NDT methods used. The RH effect was not accurately demonstrated by both NDT methods except in the group without veneer-joints. Significant increase of moisture content (MC) in the LVLs resulted from the increase of RH, but change in densities of LVLs was relatively small. Analysis of correlation between NDT MOEs and the static bending MOE was performed, and poor to fair correlations were observed under the condition of 65% RH.References
American Society for Testing and Materials (ASTM). 1994. Standard methods of static tests of timbers in standard sizes. D-198-84. American Book of ASTM Standards, Sect. 4, vol. 04.10. Philadelphia, PA.nBiblis, E. J. 1996. Comparison of flexural and shear properties of southern pine LVL and lumber from young plantations and natural stands. Analles des Sciences Forestries53:1167-1175.nBiblis, E. J., and J. B. Mercado. 1991. Flexural and shear properties of southern yellow pine laminated veneer lumber. Pages 3,413-8,420, vol. 3in Proc. 1991 International Timber Engineering Conf, TRADA, London, UK.nBiblis, E. J., and H. F. Carino. 1993. Factors influencing the flexural properties of finger-jointed southern pine LVL. Forest Prod. J.43(1):41-46.nGerhards, C. C. 1982. Effect of knots on stress waves in lumber. Res Paper FPL-RP-384. USDA Forest Serv., Forest Prod. Lab., Madison, WI.nGreen, D. W., and K. A. McDonald. 1993a. Investigation of the mechanical properties of red oak 2 by 4's. Wood Fiber Sci.25(1)35-45.nGreen, D. W., and K. A. McDonald. 1993b. Mechanical properties of red maple structural lumber. Wood Fiber Sci.25(4):365-374.nGreen, D. W., and J. W. Evans. 1994. Effect of ambient temperatures on the flexural properties of lumber. PTEC 94 Timber Shaping the Future: Proc. of Pacific Timber Engineering Conference, July, 1994. Gold Coast, Australia. Fortitude Valley MAC, Queensland, Australia: Timber Research Development and Advisory Council: Vol. 2:190-197.nHoover, W. L., J. M. Ringe, C. A. Eckelman, and J. A. Youngquist. 1984. Design and specification of hardwood laminated veneer lumber for furniture applications. Forest Prod. J.38(1):31-34.nHsu, W. E. 1988. Laminated veneer lumber from aspen. Pages 257-269 in Proc. 22nd. Inter. Particleboard Composite Symp. Washington State Univ., Pullman, WA.nJung, J. 1982. Properties of parallel-laminated veneer from stress-wave tested veneers. Forest Prod. J.32(7):30-35.nKunesh, R. H. 1978. Micro=Lam: Structural laminated veneer lumber. Forest Prod. J.28:41-44.nLee, Jong N., R. C. Tang, and J. H. Kaiserlik. 1999. Edgewise static bending properties of yellow-poplar laminated veneer lumber: Effect of veneer-joint design. Forest Prod. J.49(7/8):64-70.nNational Institute of Standards and Technology (NIST). 1995. Voluntary Product Standard PS1-95. Construction and Industrial Plywood (with typical APA trademarks) 41 pp.nPu, J. H., and R. C. Tang. 1997. Nondestructive evaluations of modulus of elasticity of southern pine LVL: Effect of veneer grade and relative humidity. Wood Fiber Sci.29(3):249-263.nRoss, R. J., and R. F. Pellerin. 1991. Stress wave evaluation of green material. Preliminary results using dimension lumber. Forest Prod. J.41(6):57-59.nRoss, R. J., R. F. Pellerin., and M. Sato. 1993. Nondestructive evaluation of timber in the United States. Pages 1229-1235 in Nagataki, Nireki, and Tomosawa, eds. Prod. 6th Intl. Conf. of Durability of Building Materials and Components.nSharp, D. J. 1985. Nondestructive testing techniques for manufacturing LVL and predicting performance. Pages 99-108 in Proc. 5th Nondestructive Testing of Wood Symp. Sept. 9-11, Washington State University, Pullman, WA.nTang R. C., and N. N. Hsu. 1972. Dynamic Young's moduli of wood related to moisture content. Wood Science5(1):7-14nTang R. C., and J. H. Pu. 1997. Edgewise bending properties of LVL: Effect of veneer grade and relative humidity. Forest Prod. J.47(5):60-70.nUSDA-FS Forest Prod. Laboratory. 1999. Wood handbook: Wood as an engineering material. Agricultural Handbook 72. Washington, DC: U.S. Department of Agriculture; rev. 1999. 466 pp.nVining, S. 1991. An overview of engineered wood products. Pages 27-34 in F. T. Kurpiel and T. D. Faust, eds. Proc. Engineered Wood Products, Processing, and Design. Southeastern Sect. FPS.nWang, Z., R. J. Ross, and J. F. Murphy. 1993. A comparison of several NDE techniques for determining the modulus of elasticity of lumber. World Forest Research6(4):86-88 (in Chinese).nYoungquist, J. A., T. L. Laufenberg, and B. S. Bryant. 1984. End joining of laminated veneer lumber for structural use. Forest Prod. J.34(11/12):25-32.nZahn, J. Z. 1981. Wood-based composites. Pages 401-427 in F. F. Wangaard, ed. Wood: Its structure and properties. 1981. The Pennsylvania State University, University Park, PA.n
Downloads
Published
Issue
Section
License
The copyright of an article published in Wood and Fiber Science is transferred to the Society of Wood Science and Technology (for U. S. Government employees: to the extent transferable), effective if and when the article is accepted for publication. This transfer grants the Society of Wood Science and Technology permission to republish all or any part of the article in any form, e.g., reprints for sale, microfiche, proceedings, etc. However, the authors reserve the following as set forth in the Copyright Law:
1. All proprietary rights other than copyright, such as patent rights.
2. The right to grant or refuse permission to third parties to republish all or part of the article or translations thereof. In the case of whole articles, such third parties must obtain Society of Wood Science and Technology written permission as well. However, the Society may grant rights with respect to Journal issues as a whole.
3. The right to use all or part of this article in future works of their own, such as lectures, press releases, reviews, text books, or reprint books.