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Effect of Timber Grain Orientation on Bonded-In Rod Connection Systems
Hannah Pearson
,
Mark Evernden
, Richard Harris
Department of Architecture & Civil Engineering
Research output
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Article
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peer-review
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Dive into the research topics of 'Effect of Timber Grain Orientation on Bonded-In Rod Connection Systems'. Together they form a unique fingerprint.
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Engineering
Rod
100%
Grain Orientation
100%
Maximum Stress
66%
Glulam
66%
Test Data
33%
Data Show
33%
Tensiles
33%
Failure Criterion
33%
Plate Structure
33%
Tsai-Wu Criterion
33%
Tensile Loads
33%
Material Science
Materials Property
100%
Tensile Loads
100%