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dc.contributor.authorDajbych O.
dc.contributor.authorHerák D.
dc.contributor.authorSedlá?ek A.
dc.contributor.authorGurdil G.
dc.date.accessioned2020-06-21T09:27:26Z
dc.date.available2020-06-21T09:27:26Z
dc.date.issued2010
dc.identifier.issn1212-9151
dc.identifier.urihttps://hdl.handle.net/20.500.12712/4053
dc.description.abstractThe paper is focused on comparison of experimental and simple theoretical method of determination of loading capacity depending on bevel angle of wooden bonded scarf joint. The Mohr's circle principle, thus shear stress dependence on normal stress, is used for loading capacity formula derivation. It has been established that for random bevel angle under approximately 70 degrees the future loading capacity can be calculated from knowledge of ultimate force for bevel angle 0 and 90 degrees.en_US
dc.language.isoengen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBonded jointen_US
dc.subjectLoading capacityen_US
dc.subjectMohr's circleen_US
dc.subjectScarf jointen_US
dc.subjectWooden_US
dc.titleDetermination of loading capacity depending on bevel angle of the wooden bonded scarf jointen_US
dc.typearticleen_US
dc.contributor.departmentOMÜen_US
dc.identifier.volume56en_US
dc.identifier.issue4en_US
dc.identifier.startpage159en_US
dc.identifier.endpage165en_US
dc.relation.journalResearch in Agricultural Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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