Effect of grain angle on shear strength of Douglas-fir wood

Citeable URL: https://ir.library.oregonstate.edu/concern/articles/fn1070797

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Attribute Name	Values
Creator	Gupta, Rakesh Sinha, Arijit
Abstract	The effect of grain angle (GA) on shear strength of Douglas-fir has been evaluated. Shear block specimens with a GA varying from 0 to 90° was loaded in the shear plane, resulting in failure mode transitioning from parallel to grain shear to rolling shear. As expected, shear strength decreased as the GA increased from 0° to 90°. A root-mean-square equation was found to be suitable to predict the relationship between GA and shear strength. Traditional Hankinson formula and the Tsai-Wu criteria were less effective with this regard.
Resource Type	Article
DOI	https://doi.org/10.1515/hf-2011-0031
Date Available	2017-06-21T18:52:13+00:00
Date Issued	2012
Citation	Gupta, Rakesh;Sinha, Arijit; 2012. Effect of grain angle on shear strength of Douglas-fir wood. Holzforschung 66 (5)
Journal Title	Holzforschung
Journal Volume	66
Journal Issue/Number	5
Dichiarazione dei diritti	Copyright Not Evaluated
Language	English [eng]
Replaces	http://hdl.handle.net/1957/61481

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2017-07-26

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