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Official Journal of the Japan Wood Research Society

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Differences of tensile strength distributions between mechanically high-grade and low-grade Japanese larch lumber III: effect of knot restriction on the strength of lumber

Abstract

It is well known that the presence of knots in structural lumber is one of the most important strengthreducing factors. For practical purposes, visual grading including knot restriction is an effective method for nondestructive evaluation of strength. Edge knot restriction for not only visually graded lumbers but also mechanically graded lumbers is specified in the Japanese agricultural standards for glued laminated lumber. We conducted experimental studies on differences of tensile strength distributions between mechanically high-grade and low-grade Japanese larch (Larix kaempferi, carriere) lumbers daily used for manufacturing glued laminated timbers in Nagano, Japan. We then examined the additional visual grading of mechanically graded lumbers for nondestructive evaluation. We visually graded the prepared mechanically graded lumber by focusing on the knots' area ratio of grouped knots. We confirmed that the higher visual grade related to the stronger tensile strength, similar to our present knowledge; but the effects of knot restriction were reduced when the length of the lumber increased in view of nonparametric 5th percentiles of tensile strength. The differences in the strength/elasticity ratio between mechanically high-grade and low-grade lumber were negligible. It was clear that the length effect on the ratio in visually graded high-grade lumber was smaller than that of visually graded low-grade lumber. It was thus concluded that knot restriction should have little effect on the tensile strength of mechanically graded lumber.

References

  1. Hayashi T (1998) Engineered wood (in Japanese). Nihon Mokuzai Shinbunsha, Tokyo

    Google Scholar 

  2. Ministry of Agriculture, Forestry and Fisheries (1991) Japanese agricultural standard for structural softwood timber (in Japanese), All Japan Federation of Lumber Association

  3. Madsen B (1992) Structural behaviour of timber. Timber Engineering Ltd, North Vancouver, Canada, pp 239–241

    Google Scholar 

  4. Hatayama Y (1984), A new estimation of structural lumber considering the slope of the grain around knots (in Japanese). Bull For For Prod Res Inst 326:69–167

    Google Scholar 

  5. Nakai T, Ebihara T, Tanaka T (1984) Grade and bending strength of Douglas fir square sawn timber (in Japanese), In: Abstracts of 34th annual meeting of Japan Wood Research Society, Nagoya. p 285

  6. Nakai T, Ebihara T, Tanaka T (1987) Tensile tests of Japanese cedar square sawn timbers (in Japanese). In: Abstracts of 37th annual meeting of Japan Wood Research Society, Kyoto, p 110

  7. Iijima Y, Nakai T (1990) Species effect on MOE-MOR relation of square sawn lumber. In: Proceedings of 1990 International timber engineering conference, Tokyo, pp 842–846

  8. Masuda M, Fujimoto K, Takino S, Sadoh T (1995) Change of thermal images of timber including knots under repeated bending (in Japanese). Bull Kyoto Univ For 64:167–173

    Google Scholar 

  9. Hashizume T, Yoshida T, Takeda T, Ishihara S (1998) Properties of laminae from a planted Japanese larch tree, and the mechanical properties of glued laminated timber 4 (in Japanese). Mokuzai Gakkaishi 44:49–58

    CAS  Google Scholar 

  10. Ministry of Agriculture, Forestry and Fisheries (1996) Japanese agricultural standard for structural glued laminated timber. Japan Plywood Inspection Corporation

  11. Takeda T, Hashizume T (1999) Differences of tensile strength distributions between mechanically high grade and low grade Japanese larch lumber. 1. J Wood Sci 45:200–206

    Article  Google Scholar 

  12. Takeda T, Hashizume T (1999) Differences of tensile strength distributions between mechanically high grade and low grade Japanese larch lumber. 2. J Wood Sci 45:207–212

    Article  Google Scholar 

  13. Japan Plywood Inspection Corporation (1996) Specification of manufacturing of structural glued laminated timber (in Japanese), p 4

  14. American Society for Testing and Materials (1994) Standard practice for evaluating allowable properties for grades of structural lumber. ASTM D2915-94

  15. Laminated Wood Research Group (1957) Research in laminated wood report 1 (in Japanese). Bull Gov For Exp Station 101:102–176

    Google Scholar 

  16. Tsujii S, Sugiyama H (1961) On the strength properties and the allowable unit stresses of commercial timbers. Trans Architect Inst Jp 67:67–74

    Article  Google Scholar 

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Taked, T., Hashizume, T. Differences of tensile strength distributions between mechanically high-grade and low-grade Japanese larch lumber III: effect of knot restriction on the strength of lumber. J Wood Sci 46, 95–101 (2000). https://doi.org/10.1007/BF00777354

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