scholarly journals Effect of growth rings per inch and density on compression parallel to grain in southern pine lumber

BioResources ◽  
2020 ◽  
Vol 15 (2) ◽  
pp. 2310-2325
Author(s):  
Nathan E. Irby ◽  
Frederico J. Nistal França ◽  
H. Michael Barnes ◽  
R. Dan Seale ◽  
Rubin Shmulsky

The objective of this study was to evaluate the relationship of growth characteristics to compression properties from commercially available southern pine lumber. The in-grade No. 2 southern pine lumber was collected from retail stores across the Southeast United States. For this specific project, 797 samples of 2 × 8 and 2 × 10 boards were examined. The samples were subjected to static bending following ASTM D 198 to determine mechanical properties. The 2 × 8 samples averaged 4.78 growth rings per inch (RPI) and the 2 × 10s averaged 3.95. Average density (ρ) was 477 kg·m-3 in the 2 × 8 and 487 kg·m-3 for the 2 × 10 specimens. From small clear samples from the parent boards, compression parallel to grain averaged from 43.78 MPa for the 2 × 8 to 46.77 MPa for the 2 × 10. Correlations were run to test significance among growth rings per inch and compressions parallel to grain, across both sizes: 2 × 8 and 2 × 10. Slight significance was found in those correlations and increased in measure from 2 × 8 to 2 × 10. The segmentation of RPI into three distinct groups helped strengthen the findings of effect on compression parallel to grain. Moreover, the addition of density as another test variable further strengthened in relationship per those RPI categorizations. Statistically significant findings for density per RPI segments, R2 values: for 2 × 8 equal 0.31 (3 or less RPI) to 0.60 (more than 5 RPI). For the 2 × 10 lumber per the same segments, R2 values: 0.39, 0.46 and 0.25, respectively. The results suggest ρ is a better predictor than RPI alone for compression parallel to grain values.

2020 ◽  
Vol 70 (2) ◽  
pp. 213-220
Author(s):  
Nathan E. Irby ◽  
Frederico José Nistal França ◽  
H. Michael Barnes ◽  
R. Daniel Seale ◽  
Rubin Shmulsky

Abstract Southern pine lumber 2 by 8s and 2 by 10s from across the Southeast were used as the parent material source for this study. Fundamental data were collected for each piece of lumber: growth rings per inch (RPI), presence of pith, and specific gravity (SG), among other information. After mechanical property evaluation through static bending, small clear specimens were cut from the lumber pieces and tested for compression perpendicular to grain (C⊥). Those values were then compared with 2 by 8 and 2 by 10 average RPI and density. The results were significant for both tests. Therefore, a segmentation of the growth ring data into groups of <3, 3 to 5, and >5 RPI was conducted. Correlations were run specific to each group, per both lumber sizes, and still significance was found. Segmentation of SG was not significant only for 2 by 8 SG <0.4. The results suggest that SG is a better predictor of C⊥ than RPI alone due to statistical significance found during these analyses.


1997 ◽  
Vol 40 (2) ◽  
pp. 451-456 ◽  
Author(s):  
M. J. Skulteti ◽  
D. A. Bender ◽  
S. G. Winistorfer ◽  
D. G. Pollock

2018 ◽  
Vol 50 (2) ◽  
pp. 205-219 ◽  
Author(s):  
T.S.F.A. França ◽  
F.J.N. França ◽  
R.D. Seale ◽  
R. Shmulsky

2020 ◽  
Vol 70 (3) ◽  
pp. 275-278
Author(s):  
Guangmei Cao Anderson ◽  
Frank C. Owens ◽  
Frederico Franca ◽  
Robert J. Ross ◽  
Rubin Shmulsky

Abstract Metriguard's grain angle meter (Model 511) measures grain angle in wood by assessing permittivity. This study evaluates the correlations between grain angle meter readings and bending properties of 1,400 kiln-dried 2 by 4 specimens of southern pine (Pinus spp.) lumber and considers its utility for providing supplementary data for predicting the strength of lumber. The results showed that in mill-run lumber, the correlation between grain angle and modulus of rupture (MOR) was −0.420. In addition, in graded lumber, the correlation between grain angle and MOR got progressively stronger as the grade went down. With a few technical modifications, applying this device in a mill production setting could prove useful for supplementing other nondestructive methods for assessing bending strength in lumber.


1998 ◽  
Vol 41 (2) ◽  
pp. 465-472 ◽  
Author(s):  
R. D. Theilen ◽  
D. A. Bender ◽  
D. G. Pollock ◽  
S. G. Winistorfer

2007 ◽  
Author(s):  
Jerome E. Cooper ◽  
Philip H. Steele ◽  
Brian Mitchell

2020 ◽  
Vol 70 (1) ◽  
pp. 79-87
Author(s):  
Frederico José Nistal França ◽  
Tamara Suely Filgueira Amorim França ◽  
R. Daniel Seale ◽  
Rubin Shmulsky

Abstract This study investigated the use of two nondestructive testing (NDT) methods to evaluate the mechanical properties of No. 2 grade: 2 by 8 and 2 by 10 southern pine lumber. The dynamic modulus of elasticity (dMOE) of each specimen was evaluated nondestructively by using longitudinal vibration and transverse vibration in edgewise and flatwise directions. After the NDT evaluation, the specimens were destructively tested and correlations between static bending MOE with modulus of rupture (MOR) and dMOE were developed. The overall MOE values were 11.14 and 10.96 GPa for 2 by 8 and 2 by 10, respectively. For MOR, the overall value for 2 by 8 was 42.59 MPa, and for 2 by 10 was 43.05 MPa. As expected, results showed statistically significant correlations between static MOE and dMOE (with r ranging from 0.87 to 0.96 for both sizes tested). Also as expected, weaker correlations were found between MOR and the dMOE values (with r ranging from 0.42 to 0.57 for both sizes tested). The lower correlations are largely explained by the difference between the NDT tools analyzing each specimen's global stiffness versus MOR, which is influenced heavily by localized characteristics. Perhaps this finding occurred because larger strength-reducing characteristics are permitted in larger section pieces (2 by 8 vs. 2 by 10) and thus they have opportunity for greater variability. The continuation of studies to develop more reliable NDT is crucial to improve the evaluation of mechanical properties of southern pine lumber and is beneficial to the southern pine timber industry.


2000 ◽  
Vol 20 (4) ◽  
pp. 415-439 ◽  
Author(s):  
Leonard L. Ingram ◽  
M. Curry Templeton ◽  
G. Wayne McGraw ◽  
Richard W. Hemingway

2014 ◽  
Vol 72 (5) ◽  
pp. 601-607
Author(s):  
Bonnie Z. Yang ◽  
R. Dan Seale ◽  
Joseph Dahlen ◽  
Rubin Shmulsky ◽  
P. David Jones

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