Nondestructive Evaluation of the Tensile Properties of Structural Lumber from the Spruce-pine-fir Species Grouping
Author: Nusret As
Publisher:
Published: 2020
Total Pages: 12
ISBN-13:
DOWNLOAD EBOOKThe study summarized in this research note was conducted to examine the relationships between nondestructive evaluation (NDE) parameters, tensile modulus of elasticity (MOE), and strength of spruce–pine–fir structural lumber. Samples were procured from a local lumber yard using a random selection process and were conditioned at the USDA Forest Service, Forest Products Laboratory, to 10% equilibrium moisture content. Static bending and vibration (transverse and longitudinal) nondestructive tests were conducted on each specimen and MOE was calculated. The relationship between static and dynamic modulus values was examined, and empirical models were developed using statistical regression analysis techniques. Results revealed excellent correlative relationships among MOE values. Coefficients of determination obtained were 0.92, 0.96, and 0.93 for MOE of static transverse vibration, MOE of static longitudinal vibration, and MOE of longitudinal transverse vibration, respectively. Correlative relationships were also observed between NDE parameters and tensile strength. Coefficients of determination were similar to those observed for strength predication models developed for other species.