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Localized modulus of elasticity in timber and its significance for the accuracy of machine strength grading
RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Hållbar Samhällsbyggnad.
RISE, SP – Sveriges Tekniska Forskningsinstitut.
Linnaeus University, Sweden.
2014 (English)In: Wood and Fiber Science, ISSN 0735-6161, Vol. 46, no 4, p. 489-501Article in journal (Refereed) Published
Abstract [en]

From previous research, it is well known that a localized modulus of elasticity (MOE) is a better indicating property (IP) of strength than an MOE averaged across a longer span. In this study, it was investigated to what extent the relationship, in terms of coefficient of determination (R2), between strength and localized MOE was dependent on the length across which the MOE was determined. Localized MOE was calculated with MOE profiles based on dot laser scanning of fiber directions, axial dynamic excitation, and a scheme of integration across a board's cross-section. Two board samples were investigated. Maximum R2 values, which were as high as 0.68 and 0.77, respectively, were obtained for localized MOE determined across lengths corresponding to about half the depth of the investigated boards. Consequently, application of a highly localized bending MOE as an IP will result in very competitive grading.

Place, publisher, year, edition, pages
2014. Vol. 46, no 4, p. 489-501
National Category
Natural Sciences
Identifiers
URN: urn:nbn:se:ri:diva-6632Scopus ID: 2-s2.0-84946014778Local ID: 16707OAI: oai:DiVA.org:ri-6632DiVA, id: diva2:964471
Available from: 2016-09-08 Created: 2016-09-08 Last updated: 2020-12-01Bibliographically approved

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