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The Technical Quality of Wood of Scots Pine (Pinus sylvestris L.) of Diverse Genetic Origin
* 1 , 2 , 3 , * 4
1  ¹ Kielce Forest District, Hubalczyków 15, 25-668 Kielce, Poland; e-mail: konofalskaeliza@gmail.com
2  2 Department of Wood Science and Wood Preservation, Institute of Wood Sciences and Furniture Manufactoring, Warsaw University of Life Sciences; ul. Nowoursynowska 159, 02-776 Warszawa, e-mail: pawel_kozakiewicz@sggw.pl
3  3 Department of Forest Silviculture, Institute of Forest Sciences, Warsaw University of Life Sciences; ul. Nowoursynowska 159, 02-776 Warszawa, wburaczyk@wp.pl
4  4 Department of Forest Utilization, Institute of Forest Sciences, Warsaw University of Life Sciences; ul. Nowoursynowska 159, 02−776 Warszawa, e-mail: hubert.lachowicz@wl.sggw.pl

Abstract:

This work contains the preliminary results of research into the technical quality of wood from Scots pine trees of diverse genetic origin, grown on an experimental plot at the Forest Experimental Station in Rogów. These are the parent stands numbered 5 (Bory Tucholskie region 130 m a.s.l.), 7 (Lasy Napiwodzko-Ramuckie 145 m a.s.l.), 10 (Puszcza Piska 145 m a.s.l.), 12 (Puszcza Biała 95 m a.s.l.), 13 (Lasy Namysłowsko-Ostrzeszowskie 190 m a.s.l.), 15 (Puszcza Knyszyńska 165 m a.s.l.) and 16 (Bory Nowotarskie 590 m a.s.l.). The tested wood was obtained in 2018 from trees aged 52 years. The research material came from 100 trees in total. After felling, two logs approximately 0.5 m in length were cut from each tree. The height on the tree from which the material was taken ranged from breast height (1.3 m) to approximately 2.5 m. Next, planks were cut from the logs in a north–south direction; these were precisely described, and then left to season. The work included the measurement and statistical analysis of one physical property, wood density [kg/m3], and of the following mechanical properties: compressive strength along the fibres, Rc12 [MPa]; static bending strength, Rg12 [MPa]; modulus of elasticity under static bending, Eg12 [MPa]; and indices of strength quality of the tested mechanical properties, JRc12, JRg12, JEg12 [km]. Origin was shown to have a significant influence on wood density, compressive strength, static bending strength, and modulus of elasticity under static bending. The highest mean density was found for trees originating from stand 10 (537 kg/m3). The highest values of compressive strength were obtained for trees originating from stands 5 (45 MPa), and the highest static bending strength and modulus of elasticity under static bending were obtained for trees originating from stand 12 (102 and 9825 MPa respectively).

Keywords: Pinus sylvestris L.; wood density; mechanical properties; technical quality of wood
Comments on this paper
Salvatore Papandrea
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Dear authors, in your opinion, would it have been interesting to carry out an evaluation of the dynamic elasticity modulus with non-disruptive methods, before felling the trees and then compare the dynamic method with the static method?



 
 
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