Exploring Reliability of Oriented Strand Board's Tensile and Stiffness Strengths

  • Wang, Y. (Department of Statistics, Operations, and Management Science 331 Stokely Management Center, and Tennessee Forest Products Center University of Tennessee) ;
  • Young, T.M. (Tennessee Forest Products Center, 2506 Jacob Drive, University of Tennessee) ;
  • Guess, F.M. (Department of Statistics, Operations, and Management Science 338 Stokely Management Center, University of Tennessee) ;
  • Leon, R.V. (Department of Statistics, Operations, and Management Science 337 Stokely Management Center University of Tennessee)
  • Published : 2007.06.30

Abstract

In this paper, we apply insightful statistical reliability tools to manage and seek improvements in the strengths of Oriented Strand Board (OSB). As a part of the OSB manufacturing process, the product undergoes destructive testing at various intervals to determine compliance with customers' specifications. Workers perform these tests on sampled cross sections of the OSB panel to measure the tensile strength, also called internal bond (IB), in pounds per square inches until failure. Additional stiffness strength tests include parallel and perpendicular elasticity indices (EI), which are taken from cross sectional samples of the OSB panel in the parallel and perpendicular directions with respect to the orientation of the wood strands. We explore both graphically and statistically these "pressure-to-failures" of OSB. Also, we briefly comment on reducing sources of variability in the IB and EI of OSB.

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