Optimized identification of earlywood and latewood stiffnesses in loblolly pine in simulated experiments
Author:
Affiliation:
1. USDA, Forest Service Forest Products Laboratory Madison Wisconsin USA
2. School of Engineering University of Southampton Southampton UK
3. MatchID Gent Belgium
4. American Lumber Standards Committee, Inc Frederick, Maryland USA
Publisher
Wiley
Subject
General Energy
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1111/str.12432
Reference61 articles.
1. E. D.Entsminger B. K.Brashaw R. D.Seale R. J.Ross Machine grading of lumber–practical concerns for lumber producers US For. Serv. Gen. Tech. Rep. FPL‐GTR‐279 2020.
2. P. R.Larson D. E.Kretschmann A.ClarkIII J. G.Isen‐brands Juvenile wood formation and properties in southern pine US For. Serv. Gen. Tech. Rep. FPL‐GTR‐129 2001.
3. Comparison of Whole-Tree Wood Property Maps for 13- and 22-Year-Old Loblolly Pine
4. Regional variation in wood modulus of elasticity (stiffness) and modulus of rupture (strength) of planted loblolly pine in the United States
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