Exploring Reliability of Wood-Plastic Composites: Stiffness and Flexural Strengths

  • Perhac, Diane G. (Department of Statistics, Operations, and Management Science 337 Stokely Management Center University of Tennessee) ;
  • Young, Timothy M. (Tennessee Forest Products Center, 2506 Jacob Drive, University of Tennessee) ;
  • Guess, Frank M. (Department of Statistics, Operations, and Management Science 337 Stokely Management Center University of Tennessee) ;
  • Leon, Ramon V. (Department of Statistics, Operations, and Management Science 337 Stokely Management Center University of Tennessee)
  • Published : 2007.12.01

Abstract

Wood-plastic composites (WPC) are gaining market share in the building industry because of durability/maintenance advantages of WPC over traditional wood products and because of the removal of chromated copper arsenate (CCA) pressure-treated wood from the market. In order to ensure continued market share growth, WPC manufacturers need greater focus on reliability, quality, and cost. The reliability methods outlined in this paper can be used to improve the quality of WPC and lower manufacturing costs by reducing raw material inputs and minimizing WPC waste. Statistical methods are described for analyzing stiffness (tangent modulus of elasticity: MOE) and flexural strength (modulus of rupture: MOR) test results on sampled WPC panels. Descriptive statistics, graphs, and reliability plots from these test data are presented and interpreted. Sources of variability in the MOE and MOR of WPC are suggested. The methods outlined may directly benefit WPC manufacturers through a better understanding of strength and stiffness measures, which can lead to process improvements and, ultimately, a superior WPC product with improved reliability, thereby creating greater customer satisfaction.

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