Regional variation in wood modulus of elasticity (stiffness) and modulus of rupture (strength) of planted loblolly pine in the United States

Author:

Antony Finto1,Jordan Lewis2,Schimleck Laurence R.1,Clark Alexander3,Souter Ray A.4,Daniels Richard F.1

Affiliation:

1. Warnell School of Forestry and Natural Resources, The University of Georgia, Athens, GA 30602, USA.

2. Weyerhaeuser, 29 Tom Rose Rd, Columbus, MS 39704, USA.

3. Retired: USDA Forest Service, Southern Research Station, Athens, GA 30602, USA.

4. USDA Forest Service Center for Bottomland Hardwoods Research, P.O. Box 227, Stoneville, MS 38776, USA.

Abstract

Modulus of elasticity (MOE), modulus of rupture (MOR), and specific gravity (SG) are important properties for determining the end-use and value of a piece of lumber. This study addressed the variation in MOE, MOR, and SG with physiographic region, tree height, and wood type. Properties were measured from two static bending samples (dimensions 25.4 mm × 25.4 mm × 406.4 mm) representing each wood type (corewood and outerwood) at heights 2.4, 7.3, and 12.2 m from three trees sampled from 135 loblolly pine ( Pinus taeda L.) stands distributed across the natural range of the species. An analysis of variance was conducted to detect the effect of physiographpic region, height, and wood type on each property. Significant regional variation was observed for MOE, MOR, and SG for both wood types with high values in the Gulf and South Atlantic Coastal Plains compared with other regions. A significant height-related trend in MOE, MOR, and SG within a tree was identified; MOE and MOR increased in corewood and decreased in outerwood with height. Maps showing regional variation in MOE and MOR at different heights by wood type were produced and showed significant variation for both properties.

Publisher

Canadian Science Publishing

Subject

Ecology,Forestry,Global and Planetary Change

Reference28 articles.

1. American Society for Testing and Materials. 1980. Standard methods of testing small clear specimens of lumber. ANSI/ASTM D 143-52(78). 1980 Annual Book of ASTM Standards. Part 22. American Society for Testing and Materials, Philadelphia, Pa. pp. 58–115.

2. Modeling the longitudinal variation in wood specific gravity of planted loblolly pine (Pinus taeda) in the United States

3. Cown, D.J. 1992. New Zealand radiata pine and Douglas fir: suitability for processing. FRI Bull. No. 168. Ministry of Forestry, New Zealand,

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