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- W1983291473 abstract "Spiral grain, defined as the situation where wood fibers are inclined in the longitudinal-tangential plane of the tree stem, is known to negatively affect the performance and dimensional stability of structural timber in service. The objective of this study is to evaluate the influence of spiral grain on the bending stiffness of wooden beams through both a theoretical model and an experimental test protocol. The theoretical model is based on a new formula derived from the theory related to the transformation of the second-order tensor of elastic compliances. The experimental protocol is dedicated to the creation of artificial spiral grain and the validation of the new formula. Theoretical results show that the new formula is a better predictor of the bending stiffness than the well-known Hankinson formula. A preliminary validation of the new formula is attempted through experiments on small Douglas-fir beams containing uniform spiral grain. The new formula is shown to be in very good agreement with experimental results." @default.
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- W1983291473 date "1995-11-01" @default.
- W1983291473 modified "2023-09-27" @default.
- W1983291473 title "New Formula for Influence of Spiral Grain on Bending Stiffness of Wooden Beams" @default.
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- W1983291473 doi "https://doi.org/10.1061/(asce)0733-9445(1995)121:11(1541)" @default.
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