Experimental study of locally loaded timber in compression perpendicular to the grain
dc.contributor.author | BLERON, Laurent |
dc.contributor.author | MARCHAL, Rémy |
dc.contributor.author
hal.structure.identifier | DENAUD, Louis
|
dc.contributor.author | COLLET, Robert |
dc.date.accessioned | 2013 |
dc.date.available | 2013 |
dc.date.issued | 2011 |
dc.date.submitted | 2013 |
dc.identifier.issn | 1964-8189 |
dc.identifier.uri | http://hdl.handle.net/10985/7398 |
dc.description.abstract | Since the test method for compression strength perpendicular to the grain was changed from a partial area to a full area loading test, strength values for softwood in EN 338 were significantly reduced. Consequently, a change in Eurocode 5 was necessary to ensure an equivalent resistance level in compression perpendicular to the grain. Experimental results are presented with wood in compression perpendicular to the grain. A numerical model is also presented. This model was used to establish a rule of calculation proposed at the P21A-Committee of the technical and construction equipment standardization office (BNTEC). |
dc.language.iso | en_US |
dc.publisher | Taylor & Francis |
dc.rights | Pre-print |
dc.subject | compression perpendicular |
dc.subject | timber |
dc.subject | eurocode 5 |
dc.title | Experimental study of locally loaded timber in compression perpendicular to the grain |
dc.typdoc | Article dans une revue avec comité de lecture |
dc.localisation | Centre de Cluny |
dc.subject.hal | Sciences de l'ingénieur: Mécanique |
dc.subject.hal | Sciences de l'ingénieur: Mécanique: Mécanique des structures |
ensam.audience | Internationale |
ensam.page | 357-366 |
ensam.journal | European Journal of Environmental and Civil Engineering |
ensam.volume | 15 |
ensam.issue | 3 |
hal.identifier | hal-00874064 |
hal.version | 1 |
hal.status | accept |
dc.identifier.eissn | 2116-7214 |