JavaScript is disabled for your browser. Some features of this site may not work without it.
| dc.creator | Gupta, Rakesh | |
| dc.creator | Sinha, Arijit | |
| dc.date.accessioned | 2012-09-25T00:02:08Z | |
| 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 | |
| dc.date.embargo | 2013-07 | |
| dc.description.embargo | 2013-07 |
