Mechanical Properties of Earlywood and Latewood Sections of Scots Pine Wood

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dc.contributor.authorBüyüksarı, Ümit
dc.contributor.authorAs, Nusret
dc.contributor.authorDündar, Türker
dc.date.accessioned2020-04-30T23:19:09Z
dc.date.available2020-04-30T23:19:09Z
dc.date.issued2017
dc.departmentDÜ, Orman Fakültesi, Orman Mühendisliği Bölümüen_US
dc.descriptionAS, Nusret/0000-0002-5269-1574en_US
dc.descriptionWOS: 000402883700129en_US
dc.description.abstractThe aim of this study was to determine the mechanical properties of earlywood (EW) and latewood (LW) sections of Scots pine (Pinus sylvestris L.) wood, and determine the relationship between calculated and measured values. The bending strength, modulus of elasticity in bending, and the tensile strength of EW and LW sections were determined. The mechanical properties were calculated using EW and LW mechanical properties and LW proportion. Also, mechanical properties were determined in standard size samples and compared to the calculated properties. In earlywood and latewood sections, the bending strength was 37.3 MPa and 93.9 MPa, the modulus of elasticity in bending was 1557.6 MPa and 3600.4 MPa, and the tensile strength was 58.6 MPa and 189.6 MPa, respectively. The results showed that the LW section had higher mechanical properties than those of the EW section for all of the measured mechanical properties. The calculated bending strength, modulus of elasticity, and tensile strength values were 53.3 MPa, 2133.7 MPa, and 95.5 MPa, respectively. The calculated bending strength and modulus of elasticity values were lower compared to the measured values, while the calculated tensile strength values were higher than that of the measured values.en_US
dc.description.sponsorshipScientific and Technological Research Council of Turkey (TUBITAK)Turkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK) [112O815]en_US
dc.description.sponsorshipThis work was supported by the Scientific and Technological Research Council of Turkey (TUBITAK Project Number: 112O815).en_US
dc.identifier.doi10.15376/biores.12.2.4004-4012en_US
dc.identifier.endpage4012en_US
dc.identifier.issn1930-2126
dc.identifier.issue2en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage4004en_US
dc.identifier.urihttps://doi.org/10.15376/biores.12.2.4004-4012
dc.identifier.urihttps://hdl.handle.net/20.500.12684/3665
dc.identifier.volume12en_US
dc.identifier.wosWOS:000402883700129en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherNorth Carolina State Univ Dept Wood & Paper Scien_US
dc.relation.ispartofBioresourcesen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectScots pineen_US
dc.subjectEarlywooden_US
dc.subjectLatewooden_US
dc.subjectBending strengthen_US
dc.subjectModulus of elasticityen_US
dc.subjectTensile strengthen_US
dc.titleMechanical Properties of Earlywood and Latewood Sections of Scots Pine Wooden_US
dc.typeArticleen_US

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