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Modulus of Elasticity and Bending Strength of Scots Pine (Pinus sylvestris L.) Wood from Commercial Thinnings

dc.contributor.authorStöd, Reeta
dc.contributor.authorMarttila, Juhani
dc.contributor.authorTomppo, Laura
dc.contributor.authorHaapala, Antti
dc.contributor.authorVerkasalo, Erkki
dc.contributor.departmentid4100210610
dc.contributor.departmentid4100210610
dc.contributor.organizationLuonnonvarakeskus
dc.date.accessioned2024-04-02T09:58:29Z
dc.date.accessioned2025-05-28T11:27:07Z
dc.date.available2024-04-02T09:58:29Z
dc.date.issued2024
dc.description.abstractThe static bending properties of Scots pine (Pinus sylvestris L.) clear wood were studied using a material collected from commercial thinning forests in eastern Finland. In Myrtillus type, the modulus of elasticity and bending strength of the first thinning wood were 7.8 GPa and 66.0 MPa, respectively, whereas for more mature wood from the second thinnings, the modulus of elasticity and bending strength were 10.0 GPa and 80.3 MPa. The results were compared with final fellings, which resulted in the modulus of elasticity of 10.1 GPa and bending strength of 81.8 MPa. The bending properties of the first thinning material were low, and thus they did not indicate any potential for applications requiring high strength or stiffness and material homogeneity. On the contrary, the properties of Scots pine wood from the second commercial thinnings may be comparable with or sometimes even better than those of the final-felling wood. The results can be utilised in wood marketing, procurement, sorting, allocation to different industries and end-uses, as well as in wood processing, product sales, and branding.
dc.description.vuosik2024
dc.format.bitstreamtrue
dc.format.pagerange1-13
dc.identifier.citationStöd, R.; Marttila, J.; Tomppo, L.; Haapala, A.; Verkasalo, E. Modulus of Elasticity and Bending Strength of Scots Pine (Pinus sylvestris L.) Wood from Commercial Thinnings. Forests 2024, 15, 567. https://doi.org/10.3390/f15030567
dc.identifier.olddbid497375
dc.identifier.oldhandle10024/554807
dc.identifier.urihttps://jukuri.luke.fi/handle/11111/21995
dc.identifier.urlhttp://dx.doi.org/10.3390/f15030567
dc.identifier.urnURN:NBN:fi-fe2024040214114
dc.language.isoen
dc.okm.avoinsaatavuuskytkin1 = Avoimesti saatavilla
dc.okm.corporatecopublicationei
dc.okm.discipline4112
dc.okm.internationalcopublicationei
dc.okm.julkaisukanavaoa1 = Kokonaan avoimessa julkaisukanavassa ilmestynyt julkaisu
dc.okm.selfarchivedon
dc.publisherMDPI AG
dc.relation.articlenumber567
dc.relation.doi10.3390/f15030567
dc.relation.ispartofseriesForests
dc.relation.issn1999-4907
dc.relation.numberinseries3
dc.relation.volume15
dc.rightsCC BY 4.0
dc.source.identifierhttps://jukuri.luke.fi/handle/10024/554807
dc.subjectbending strength
dc.subjectclear wood
dc.subjectharvesting
dc.subjectmechanical properties
dc.subjectmodulus of elasticity
dc.subjectScots pine
dc.subjectthinning (forestry)
dc.subjectwood materials
dc.subjectwood industry
dc.subjectwood products
dc.teh41007-00258801
dc.titleModulus of Elasticity and Bending Strength of Scots Pine (Pinus sylvestris L.) Wood from Commercial Thinnings
dc.typepublication
dc.type.okmfi=A1 Alkuperäisartikkeli tieteellisessä aikakauslehdessä|sv=A1 Originalartikel i en vetenskaplig tidskrift|en=A1 Journal article (refereed), original research|
dc.type.versionfi=Publisher's version|sv=Publisher's version|en=Publisher's version|

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