Modulus of elasticity of Norway spruce saw logs vs. structural lumber grade

2006 ◽  
Vol 64 (4) ◽  
pp. 273-279 ◽  
Author(s):  
Jacob Edlund ◽  
Håkan Lindström ◽  
Fredrik Nilsson ◽  
Marco Reale
Forests ◽  
2018 ◽  
Vol 9 (9) ◽  
pp. 576
Author(s):  
Eini Lowell ◽  
Eric Turnblom ◽  
Jeff Comnick ◽  
CL Huang

Douglas-fir, the most important timber species in the Pacific Northwest, US (PNW), has high stiffness and strength. Growing it in plantations on short rotations since the 1980s has led to concerns about the impact of juvenile/mature wood proportion on wood properties. Lumber recovered from four sites in a thinning trial in the PNW was analyzed for relationships between thinning regime and lumber grade yield. Linear mixed-effects models were developed for understanding how rotation age and thinning affect the lumber grade yield. Log small-end diameter was overall the most important for describing the presence of an appearance grade, generally exhibiting an indirect relationship with the lower quality grades. Stand Quadratic Mean Diameter (QMD) was found to be the next most uniformly important predictor, its influence (positive or negative) depending on the lumber grade. For quantity within a grade, as log small-end diameter increased, the quantity of the highest grade increased, while decreasing the quantity of the lower grades differentially. Other tree and stand attributes were of varying importance among grades, including stand density, tree height, and stand slope, but logically depicted the tradeoffs or rebalancing among the grades as the tree and stand characteristics change. Structural lumber grade presence was described best by acoustic wave flight time, log position (decreasing presence in upper logs), and an increasing presence with rotation age. A smaller set of variables proved useful for describing quantity within a structural grade. Forest managers can use these results in planning to best capture value in harvesting, allowing them to direct raw materials (logs) to appropriate manufacturing facilities given market demand.


2014 ◽  
Vol 4 (1) ◽  
pp. 31-36 ◽  
Author(s):  
Christoforo André Luis ◽  
Panzera Tulio Hallak ◽  
Silva Diogo Aparecido Lopes ◽  
Fiorelli Juliano ◽  
Lahr Francisco Antonio Rocco

2009 ◽  
Vol 407-408 ◽  
pp. 521-527 ◽  
Author(s):  
Hou Jiang Zhang ◽  
Ying Ying Cui ◽  
Chao Zhi Wang ◽  
Juan Su

In order to study fundamental methods for determining modulus of elasticity (MOE) of structural lumber with vibration methods, the theoretical basis of the measurement is introduced and a hanging style testing system, which consists of an impulse hammer, accelerometer, computer, etc., is built up. It is found that transverse vibration method can determine resonant frequencies of structural lumber specimens effectively. On the specimen, the distance between impact point and detection point should be as far as possible, i.e. the two points should be situated near the two ends of the specimen. The test results are not influenced by using different supports ––– springs or soft strings. Compared with modulus of elasticity values derived by traditional bending methods, the modulus of elasticity obtained by the transverse vibration method are larger. Also, the both have a very good correlation. Therefore, the vibration testing method can be used to determine lumber MOE. Finally, in order for research results to be truly applied to practices, a portable lumber MOE testing equipment based on simply supported beam vibration was developed. This equipment is suitable for determining dynamic MOE and, consequently, for stress grading structural lumber.


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