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

http://ir.library.oregonstate.edu/concern/defaults/2v23vt893

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.

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  • 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.
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  • 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
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  • description.provenance : Submitted by Deanne Bruner (deanne.bruner@oregonstate.edu) on 2012-09-24T23:09:19Z No. of bitstreams: 1 GuptaRakeshForestryEffectGrainAngle.pdf: 449208 bytes, checksum: 1855821662bd4cbcb5b38e9d3c304505 (MD5)
  • description.provenance : Approved for entry into archive by Deanne Bruner(deanne.bruner@oregonstate.edu) on 2012-09-25T00:02:08Z (GMT) No. of bitstreams: 1 GuptaRakeshForestryEffectGrainAngle.pdf: 449208 bytes, checksum: 1855821662bd4cbcb5b38e9d3c304505 (MD5)
  • description.provenance : Made available in DSpace on 2012-09-25T00:02:08Z (GMT). No. of bitstreams: 1 GuptaRakeshForestryEffectGrainAngle.pdf: 449208 bytes, checksum: 1855821662bd4cbcb5b38e9d3c304505 (MD5) Previous issue date: 2012-07

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