Orthotropic Behavior of Lumber Composite Materials
Keywords:
Orthotropic, elasticity, lumber composites, modulus of rigidity, modulus of elasticity, Poisson ratioAbstract
Elasticity properties were evaluated with respect to the various commercial types of composite lumber. The study included laminated veneer lumber (LVL), parallel strand lumber (PSL), and laminated strand lumber (LSL). The experimental study was designed to better characterize the elasticity properties of these increasingly important structural composite lumber (SCL) materials. Experimental efforts for SCL material characterization were performed applying the five-point bending test (FPBT) and torsional stiffness measurement test (TSMT) evaluation methodologies. FPBT provided simultaneous solution for both modulus of elasticity (E) and modulus of rigidity (G). TSMT was employed to derive both the in-plane and through-the-thickness shear moduli from a singular test scheme. Further investigation focused on axial tests under tensile and compressive loading conditions for determinations of longitudinal and transverse elastic moduli (i.e., E1 and E2) combined with in-plane Poisson ratio (v12). Presented are the descriptive statistics of the SCL elasticity data as are comparisons to the orthotropic behavior of solid wood.References
American Society for Testing and Materials (ASTM.) 1997a. Standard test methods for specific gravity of wood and wood-based materials. ASTM D 2395. American Society for Testing and Materials, West Conshohocken, PA.nAmerican Society for Testing and Materials (ASTM.) 1997b. Standard methods of static tests of lumber in structural sizes. ASTM D 198. American Society for Testing and Materials, West Conshohocken, PA.nAmerican Society for Testing and Materials (ASTM.) 1997c. Standard specifications for evaluation of structural composite lumber products ASTM D 5456. American Society for Testing and Materials, West Conshohocken, PA.nBateman, J. H., M. O. Hunt, and C. T. Sun. 1990. New interlaminar shear test for structural composites. Forest Prod. J.40(3):9-14.nBiblis, E. J., W. Chen, and W. Lee. 1982. Rolling shear properties of southern pine plywood and unidirectional laminated veneer. Forest Prod. J.32(2):45-50.nBradtmuellar, J. P., M. O. Hunt, K. J. Fridley, and G. P. McCabe. 1994. Development of the five point bending test to determine shear moduli of wood composites. Forest Prod. J.44(5):17-26.nBodig, J., and J. R. Goodman. 1973. Prediction of elastic parameters for wood. Wood Sci.5(4):249-264.nBodig, J., and B. A. Jayne. 1993. Mechanics of wood and wood composites. Reprinted edition. Kreiger Publishing Company, Malabar, FL. 712 pp.nCha, J. K., and R. G. Pearson. 1994. Stress analysis and prediction in 3-layer laminated veneer lumber: Response to crack and grain angle. Wood Fiber Sci.26(1):97-106.nDoyle, D. V., J. T. Drow, and R. S. McBurney. 1945-1946. The elastic properties of wood. USDA Forest Serv. Rep. No. 1528 A-H. Forest Prod. Lab, Madison, WI.nEllis, S., J. Dubois, and S. Avramidis. 1994. Determination of Parallam® macroporosity by two optical techniques. Wood Fiber Sci.26(1):70-77.nGoodman, J. R., and J. Bodig. 1970. Orthotropic elastic properties of wood. Am. Soc. Civil Eng. J. Struct. Eng.96(ST11):2301-2319.nGoodman, J. R., and J. Bodig. 1974. Orthotropic strength of wood in compression. Wood Sci.4(2):83-84.nHearmon, R. F. S. 1948. The elasticity of wood and plywood. Dept. Sci. Indust. Res., Forest Prod. Res. Special Rep. No. 7. HSMO, London, UK.nHindman, D. P. 1999. Elastic constants of selected engineered wood products. M. S. thesis, Pennsylvania State University, University Park, PA. 238 pp.nHindman, D. P., J. J. Janowiak, and H. B. Manbeck. 2001. Quantifying shear distortion resistance of engineered wood materials through two experimental test procedures the shear distortion elasticity. Forest Prod. J. (Submitted).nHunt, M. O., S. R. Shook, and J. P. Bradtmueller. 1993. Longitudinal shear strength of LVL via the five-point bending test. Forest Prod. J.43(7/8):39-44.nJanowiak, J. J., and R. F. Pellerin. 1992. Shear moduli determination using torsional stiffness measurements. Wood Fiber Sci.24(4):392-400.nJones, R. M. 1975. Mechanics of composite materials. Scripta Book Co. Washington, DC. 355 pp.nLeichti, R., M. Vatovec, and P. Cheng. 1996. An appraisal of stress interactions in the five-point bending specimen. Presentation to the ASTM D07 workshop on test methods for evaluating horizontal shear properties of wood products. April 22-23, 1996, Madison, WI.nLempriere, B. M. 1968. Poisson's ratio in orthotropic materials. AIAA J.6(11):2226-2227.nLempriere, B. M., R. W. Fenn, Jr., D. D. Crooks, and W. C. Kinder. 1969. Torsional testing for shear modulus of thin orthotropic sheet. AIAA J.7(12):2341-2342.nLutz, J. F., and R. A. Patzer. 1966. Effects of horizontal roller-bar openings on quality of rotary-cut southern pine and yellow poplar veneer. Forest Prod. J.16(10):15-25.nNederveen, C. J., and J. F. Tilstra. 1971. Clamping corrections for torsional stiffness of prismatic bars. J. Physics Ser. D.4(11):1661-1667.nSchniewind, A. P., and J. D. Barrett. 1972. Wood as a linear orthotropic viscoelastic material. Wood Sci. Technol.6(1):43-57.nSliker, A. 1975. Young's modulus of wood as affected by strain rate, grain angle, and stress level. Wood Sci.7(3):223-231.nSliker, A. 1985. Orthotropic strains in compression parallel to grain tests. Forest Prod. J.35(11/12):19-26nSliker, A. 1988. A method for predicting non-shear compliances in the R-T plane of wood. Wood Fiber Sci.20(1):44-55.nSliker, A. 1989. Measurement of the smaller Poison's ratios and related compliances for wood. Wood Fiber Sci.21(3):252-262.nSliker, A. Y. Yu, T. Weigel, and W. Zhang. 1994. Orthotropic elastic constant for eastern hardwood species. Wood Fiber Sci.26(1):107-121.nSmulski, S. 1997. Engineered wood products—A guide for specifiers, designers and users. PFS Research Foundation, Madison, WI. 294 pp.nTarnopol'skii, Y. M., and T. Kincis. 1985. Static test methods for composites, 3rd ed. Van Nostrand Reinhold Company. Inc., New York, NY. Translated from revised and supplemented Soviet edition by G. Lubin. 301 pp.nTingley, D. A, and S. M. Kent. 1996. The effects of test setup and apartus on full-scale glued laminated timber beam shear strength. Presentation to the ASTM D07 workshop on test methods for evaluating horizontal shear properties of wood products. April 22-23, 1996, Madison, WI.nUSDA Forest Service. 1951. The elastic properties of wood—Young's moduli, moduli of rigidity, and Poisson's ratio of yellow-poplar. For. Prod. Lab. FPL Rep. 1528-G. Super. of Doc., U.S. Govt. Printing Office. Washington, DC.nVishay Measurements Group. 1995. Surface preparation for strain gage bonding. Bulletin No. B-129-7. Micro-Measurements Division. Raleigh, NC.nVishay Measurements Group. 1999. Personal communication.nWeigel, T. G. 1991. Non-shear compliances and elastic constants measured for the wood of eight hardwood trees. M.S. thesis, Michigan State University, East Lansing, MI. 91 pp.nYu, Y. 1990. Non-shear compliances and elastic constants measured for nine hardwood trees. M.S. thesis, Michigan State University, East Lansing, MI. 79 pp.nZhang, W., and A. Sliker. 1991. Measuring shear modulus in wood with small tension and compression samples. Wood Fiber Sci.23(1):58-68.nZink, A. G., R. B. Hanna, and J. W. Stelmokas. 1997. Measurement of Poisson's ratios for yellow poplar. Forest Prod. J.47(3):78-80.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.