Properties of the northern red oak (Quercus rubra L.) wood determined by fractometric measurements - preliminary results
This study presents preliminary results of the basic properties of the northern red oak wood as well as the relationship between the properties of the core samples obtained on the live tree and the tested properties. The core samples 5 mm in diameter were extracted from the tree and used fo...
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Format: | Article |
Language: | srp |
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Faculty of Forestry, Belgrade
2021-01-01
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Series: | Glasnik Šumarskog Fakulteta: Univerzitet u Beogradu |
Subjects: | |
Online Access: | http://www.doiserbia.nb.rs/img/doi/0353-4537/2021/0353-45372124125Z.pdf |
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author | Živanović Ivana Jovanović Filip Šurjanac Nenad Todorović Nebojša Milić Goran |
author_facet | Živanović Ivana Jovanović Filip Šurjanac Nenad Todorović Nebojša Milić Goran |
author_sort | Živanović Ivana |
collection | DOAJ |
description | This study presents preliminary results of the basic properties of the
northern red oak wood as well as the relationship between the properties of
the core samples obtained on the live tree and the tested properties. The
core samples 5 mm in diameter were extracted from the tree and used for
determining the fractometer properties: compressive strength parallel to
grain, radial bending strength and braking angle. Using descriptive
statistics and multiple regression, the relationship between fractometric
parameters and basic physical and mechanical properties of wood determined
by destructive methods (wood density, compressive strength in parallel with
fibers and bending properties (bending strength and modulus of elasticity).
The obtained values of the examined properties of northern red oak are
within the limits of the literature data. Statistical analysis has shown
that radial bending strength cannot be used as a reliable fractometric
parameter in assessing wood quality. On the other hand, the obtained results
suggest that the relationship between the other two parameters (compressive
strength parallel to grain and fracture angle) and the properties of the
northern red oak wood can be successfully described using the multiple
regression models (coefficient of determination ranged from 0.945 to 0.990). |
first_indexed | 2024-12-20T10:16:45Z |
format | Article |
id | doaj.art-441992b8f26d4ea1ac19ce92ea8aa2d4 |
institution | Directory Open Access Journal |
issn | 0353-4537 2217-8600 |
language | srp |
last_indexed | 2024-12-20T10:16:45Z |
publishDate | 2021-01-01 |
publisher | Faculty of Forestry, Belgrade |
record_format | Article |
series | Glasnik Šumarskog Fakulteta: Univerzitet u Beogradu |
spelling | doaj.art-441992b8f26d4ea1ac19ce92ea8aa2d42022-12-21T19:44:02ZsrpFaculty of Forestry, BelgradeGlasnik Šumarskog Fakulteta: Univerzitet u Beogradu0353-45372217-86002021-01-01202112412513610.2298/GSF2124125Z0353-45372124125ZProperties of the northern red oak (Quercus rubra L.) wood determined by fractometric measurements - preliminary resultsŽivanović Ivana0Jovanović Filip1Šurjanac Nenad2Todorović Nebojša3https://orcid.org/0000-0002-5270-9789Milić Goran4https://orcid.org/0000-0002-1144-0867Institute of Forestry, Belgrade, SerbiaInstitute of Forestry, Belgrade, SerbiaInstitute of Forestry, Belgrade, SerbiaUniversity of Belgrade, Faculty of Forestry, Belgrade, SerbiaUniversity of Belgrade, Faculty of Forestry, Belgrade, SerbiaThis study presents preliminary results of the basic properties of the northern red oak wood as well as the relationship between the properties of the core samples obtained on the live tree and the tested properties. The core samples 5 mm in diameter were extracted from the tree and used for determining the fractometer properties: compressive strength parallel to grain, radial bending strength and braking angle. Using descriptive statistics and multiple regression, the relationship between fractometric parameters and basic physical and mechanical properties of wood determined by destructive methods (wood density, compressive strength in parallel with fibers and bending properties (bending strength and modulus of elasticity). The obtained values of the examined properties of northern red oak are within the limits of the literature data. Statistical analysis has shown that radial bending strength cannot be used as a reliable fractometric parameter in assessing wood quality. On the other hand, the obtained results suggest that the relationship between the other two parameters (compressive strength parallel to grain and fracture angle) and the properties of the northern red oak wood can be successfully described using the multiple regression models (coefficient of determination ranged from 0.945 to 0.990).http://www.doiserbia.nb.rs/img/doi/0353-4537/2021/0353-45372124125Z.pdfquercus rubra lfractometerwood propertiesmultiple regression models |
spellingShingle | Živanović Ivana Jovanović Filip Šurjanac Nenad Todorović Nebojša Milić Goran Properties of the northern red oak (Quercus rubra L.) wood determined by fractometric measurements - preliminary results Glasnik Šumarskog Fakulteta: Univerzitet u Beogradu quercus rubra l fractometer wood properties multiple regression models |
title | Properties of the northern red oak (Quercus rubra L.) wood determined by fractometric measurements - preliminary results |
title_full | Properties of the northern red oak (Quercus rubra L.) wood determined by fractometric measurements - preliminary results |
title_fullStr | Properties of the northern red oak (Quercus rubra L.) wood determined by fractometric measurements - preliminary results |
title_full_unstemmed | Properties of the northern red oak (Quercus rubra L.) wood determined by fractometric measurements - preliminary results |
title_short | Properties of the northern red oak (Quercus rubra L.) wood determined by fractometric measurements - preliminary results |
title_sort | properties of the northern red oak quercus rubra l wood determined by fractometric measurements preliminary results |
topic | quercus rubra l fractometer wood properties multiple regression models |
url | http://www.doiserbia.nb.rs/img/doi/0353-4537/2021/0353-45372124125Z.pdf |
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