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Lengthwise bending strength variation of structural timber
RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, Trätek..
1994 (English)Report (Other academic)
Abstract [en]

In an experimental investigation the variation of the bending strength within and between structural timber members has been determined. (To model the variation of the bending strength a so-called hierarchical model with two levels has been formulated. This is the simplest type of probabilistic model to be used for describing equicorrelation between the bending strength values of the weak zones within the same timber member. The experiment data seem to be reasonably well represented by the formulated model.)

Place, publisher, year, edition, pages
1994. , 19 p.
Series
Rapport / Trätek., ISSN 1102-1071 ; 9412072
National Category
Natural Sciences
Identifiers
URN: urn:nbn:se:ri:diva-28860OAI: oai:DiVA.org:ri-28860DiVA: diva2:1080008
Available from: 2017-03-09 Created: 2017-03-09

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CiteExportLink to record
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