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dc.creatorTekić, Žikica
dc.creatorĐorđević, Saša
dc.creatorTomić, Dušan
dc.date.accessioned2020-11-25T18:46:36Z
dc.date.available2020-11-25T18:46:36Z
dc.date.issued2017
dc.identifier.issn1330-3651
dc.identifier.issn1848-6339
dc.identifier.urihttps://raf.arh.bg.ac.rs/handle/123456789/1072
dc.description.abstractThis paper demonstrates the results of experimental determination of load-bearing capacity of structural timber member connections realized by nail metal connector plates which represent a new type of mechanical fasteners in load-bearing timber structures. The application of this type of metal connector should eliminate weakness of the standard metal connector plates produced by sheet perforating and pulling the teeth perpendicular to a sheet plane. The aim of the conducted experimental study was to determine the load-bearing capacity of connections realized by nail metal connector plates, in accordance with the provisions of Eurocode 5. Experimental testing was conducted by loading of multiple samples up to the limit bearing capacity of connection realized by nail metal connector plate. Discussion of the test results included the analysis of the limit bearing capacity of connection for different values of connection displacements, comparison of the obtained results with characteristic load-bearing capacity of standard type of metal connectors and with loadbearing capacity of nails calculated in accordance with limit state theory. Review of the determined limit bearing capacities of realized connections was given in the conclusion, together with the comment on test results, for the purpose of improving the application of metal connectors in modern systems of timber structures.en
dc.language.isoensr
dc.publisherFaculty of Mechanical Engineering in Slavonski Brodsr
dc.publisherFaculty of Electrical Engineering in Osijeksr
dc.publisherFaculty of Civil Engineering in Osijeksr
dc.rightsopenAccesssr
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.sourceTehnički vjesnik = Technical gazettesr
dc.subjectDisplacementsr
dc.subjectJointsr
dc.subjectLimit bearing capacitysr
dc.subjectMetal connector platesr
dc.subjectNailsr
dc.titleNail metal connector plate - experimental determination of load-bearing capacity of timber member connectionsen
dc.typearticlesr
dc.rights.licenseBYsr
dcterms.abstractТекић, Жикица; Томић, Душан; Ђорђевић, Саша;
dc.citation.volume24
dc.citation.issue1
dc.citation.spage35
dc.citation.epage42
dc.citation.rankM23
dc.identifier.fulltexthttps://raf.arh.bg.ac.rs/bitstream/id/3714/ZTekicSDjordjevic.pdf
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_raf_1072
dc.type.versionpublishedVersionsr


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