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Abstract
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| The use of thermally modified timber for structural purposes is of increasing interest. In order to guarantee sufficient reliability in terms of load bearing capacity and fitness for use the strength and stiffness properties of this modified wood have to be assessed. Industrially produced, thermally modified structural timber members made of beech (Fagus sylvatica L.) were subject of the tests presented in this paper | |
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International
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Si |
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JCR
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Si |
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Title
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European Journal of Wood And Wood Products |
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ISBN
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0018-3768 |
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Impact factor JCR
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0,606 |
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Impact info
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Volume
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70 |
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10.1007/s00107-012-0615-x |
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Journal number
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6 |
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From page
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775 |
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To page
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784 |
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Month
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NOVIEMBRE |
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Ranking
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