2021
DOI: 10.15376/biores.16.1.1842-1853
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Elastic moduli of butt-end logs and the variable knots distribution in Scots pine from Western Poland

Abstract: In studies on Polish pine wood, the parameters determining its usefulness for processing are highly variable. In contrast, international studies on the optimum utilization of coniferous sawn wood describes its visual features as those indicating the distribution of defects and their impact on the selected mechanical and physical properties of sawn wood. Knottiness is one of the qualitative properties of sawn wood that is essential for wood grading. The objective of this study was to determine a correlation bet… Show more

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Cited by 4 publications
(2 citation statements)
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“…Modeling studies and laboratory tests are based on strength-quality limits that allow to achieve the required quality by selecting the characteristics of selected semi-finished products or stiles. In case of modeling of the strength of long stiles for the A-C frame, the selection of solid pine raw material classified according to the assumptions of visual standards PN 94021:2013 [ 57 ] was made, which, according to the appendix of PN-EN 338 [ 55 ], were assumed to be in accordance with the division into classes KW—corresponding to C30: the strength of 30 N/mm 2 , KS—corresponding to C24: 24 N/mm 2 [ 6 , 55 , 58 , 59 ]. These studies were supported by the verification of defects in the form of threading, knots, fiber twist, or multilaminar connection errors for semi-finished length-jointed stiles, shown as the basic elements to be evaluated in the optimization process of modeling [ 60 , 61 ].…”
Section: Methodsmentioning
confidence: 99%
“…Modeling studies and laboratory tests are based on strength-quality limits that allow to achieve the required quality by selecting the characteristics of selected semi-finished products or stiles. In case of modeling of the strength of long stiles for the A-C frame, the selection of solid pine raw material classified according to the assumptions of visual standards PN 94021:2013 [ 57 ] was made, which, according to the appendix of PN-EN 338 [ 55 ], were assumed to be in accordance with the division into classes KW—corresponding to C30: the strength of 30 N/mm 2 , KS—corresponding to C24: 24 N/mm 2 [ 6 , 55 , 58 , 59 ]. These studies were supported by the verification of defects in the form of threading, knots, fiber twist, or multilaminar connection errors for semi-finished length-jointed stiles, shown as the basic elements to be evaluated in the optimization process of modeling [ 60 , 61 ].…”
Section: Methodsmentioning
confidence: 99%
“…The timber assessment systems used to ensure optimal wood processing into structural semifinished products are most often based on visual assessment, determination of the dynamic modulus of elasticity, or both methods combined together. The identified anatomical defects, which include, among others, knots, slopes of grain, and resinosis, play a decisive role in classification systems as well as defects occurring due to secondary processing, i.e., cracks, discolorations, rots, and curvatures [ 3 , 4 ]. In the group of the abovementioned coniferous wood defects, knots most often play a crucial role in the process of optimizing the obtainment of structural semifinished products.…”
Section: Introductionmentioning
confidence: 99%