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

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dc.creator Gupta, Rakesh
dc.creator Sinha, Arijit
dc.date.accessioned 2012-09-25T00:02:08Z
dc.date.available 2013-10-15T22:18:24Z
dc.date.issued 2012-07
dc.identifier.citation Gupta, R., & Sinha, A. (2012). Effect of grain angle on shear strength of douglas-fir wood. HOLZFORSCHUNG, 66(5), 655-658. doi: 10.1515/hf-2011-0031 en_US
dc.identifier.uri http://hdl.handle.net/1957/33841
dc.description This is the publisher’s final pdf. The published article is copyrighted by Walter de Gruyter and can be found at: http://www.degruyter.com/view/j/hfsg. en_US
dc.description.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. en_US
dc.language.iso en_US en_US
dc.publisher Walter de Gruyter en_US
dc.relation.ispartofseries Holzforschung en_US
dc.relation.ispartofseries Vol. 66 no. 5 en_US
dc.subject mechanical properties en_US
dc.subject rolling shear en_US
dc.subject timber mechanics en_US
dc.subject wood design en_US
dc.subject wood technology. en_US
dc.title Effect of grain angle on shear strength of Douglas-fir wood en_US
dc.type Article en_US
dc.description.peerreview yes en_US
dc.identifier.doi 10.1515/hf-2011-0031


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