Determination of ring-level dynamic modulus of elasticity in loblolly pine from measurements of ultrasonic velocity and specific gravity

Author:

Dahlen Joseph1,Auty David2,Eberhardt Thomas L3,Schimleck Laurence4,Pokhrel Nawa Raj1

Affiliation:

1. Warnell School of Forestry and Natural Resources, University of Georgia , 180 E Green St, Athens, GA 30602 , USA

2. School of Forestry, Northern Arizona University , 200 East Pine Knoll Drive, Flagstaff, AZ 86011 , USA

3. Forest Products Laboratory, USDA Forest Service , One Gifford Pinchot Drive, Madison, WI 53726 , USA

4. Wood Science and Engineering, Oregon State University , 119 Richardson Hall, Corvallis, OR 97331 , USA

Abstract

Abstract Wood stiffness (modulus of elasticity, MOE) is an important property for conifer wood, with the variability in MOE largely being a function of both the specific gravity (SG) (wood density) and the angle of the microfibrils within the S2 layer of longitudinal tracheids. Rapid analysis techniques can be used together to quantify MOE; while SG can be determined with relative ease, this is not the case for microfibril angle, requiring expensive X-ray diffraction equipment. An alternative to microfibril angle is to measure longitudinal acoustic velocity. The objective of this study was to measure and then model the within tree variation in dynamic MOE (MOEdyn) by developing the methodology to measure ultrasonic velocity (USV) in radial samples from pith to bark using ultrasonic frequencies (>20 kHz). A total of 419 pith-to-bark radial strips, collected from multiple height levels in 92 loblolly pine (Pinus taeda) trees, were processed to obtain matching SG (2mm longitudinal) and USV (8.2-mm longitudinal) samples. Ring-by-ring SG was measured using X-ray densitometry and time-of-flight USV was measured at a 10-mm radial resolution from pith to bark. A subset of samples was sent to SilviScan to determine microfibril angle using X-ray diffraction. The relationship between microfibril angle and USV was strong (R2 = 0.91, RMSE = 2.6°). Nonlinear mixed-effects models were then developed to predict radial variation in SG, USV and MOEdyn. Fixed effects for the models, which included cambial age and height of disk within tree, had pseudo R2 values of 0.67 for SG (RMSE = 0.051), 0.71 for USV (RMSE = 316 m/s) and 0.69 for MOEdyn (RMSE = 1.9 GPa). When combined with SG measurements from X-ray densitometry, USV measurements from pith to bark are a powerful tool for assessing variability in wood stiffness.

Funder

Wood Quality Consortium

University of Georgia

Plum Creek Timber Company

National Science Foundation

Center for Advanced Forest Systems

NIFA McIntire-Stennis project

Publisher

Oxford University Press (OUP)

Subject

Forestry

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