Приказ основних података о документу

dc.creatorGlišović, Ivan
dc.creatorStevanović, Boško
dc.creatorKocetov-Misulić, Tatjana
dc.date.accessioned2019-04-19T14:18:44Z
dc.date.available2019-04-19T14:18:44Z
dc.date.issued2012
dc.identifier.issn1336-4561
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/459
dc.description.abstractThe mechanical performances of timber joints are particularly important for timber engineers involved in the design of timber structures. Embedding properties are thought to be of great importance for any dowel-type timber joints since they affect the load-bearing capacity, stiffness and failure mode of the joint. This paper specifies a comprehensive experimental program, whose aim is to determine the embedding properties of the species with lager implantation in Serbia. The embedding strength and foundation moduli are determined in longitudinal direction according to EN 383 standard. The experimental embedding strength results are compared with those empirical relations proposed in design codes of practice (Eurocode 5). In addition, compressive strength parallel to the grain is evaluated from small specimens of clear wood so as to characterize the embedding strength of the wood species better.en
dc.rightsrestrictedAccess
dc.sourceWood Research
dc.subjectCompressive strengthen
dc.subjectdowelen
dc.subjectembedding strengthen
dc.subjectfoundation modulusen
dc.subjectwood densityen
dc.titleEmbedment test of wood for dowel-type fastenersen
dc.typearticle
dc.rights.licenseARR
dc.citation.epage650
dc.citation.issue4
dc.citation.other57(4): 639-650
dc.citation.rankM23
dc.citation.spage639
dc.citation.volume57
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_459
dc.identifier.scopus2-s2.0-84872694563
dc.identifier.wos000313147200013
dc.type.versionpublishedVersion


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