Round timber bolted joints exposed to static and dynamic loading

dc.contributor.authorLokaj, Antonín
dc.contributor.authorKlajmonová, Kristýna
dc.date.accessioned2015-03-23T10:54:08Z
dc.date.available2015-03-23T10:54:08Z
dc.date.issued2014
dc.description.abstractThe Aim of this article is a presentation of the results of static and dynamic tests of round timber bolted connections with slotted – in steel plates. Round timber joints static tests in tension were carried out on a pressure machine EU100 in the laboratory of the Faculty of Civil Engineering VŠB-TU Ostrava. The results of the laboratory tests have been statistically evaluated and completed by the graphical records of deformation response to loading. Round timber joints multicyclic dynamic (fatigue) tests in tension were carried out on a pulsator INSTRON in the laboratory of The Institute of Theoretical and Applied Mechanics AS CR in Prague and in the laboratory of Transport Research Institute in Žilina, Slovakia. Possibilities of reinforcing statically loaded joints are also presentedcs
dc.description.firstpage439cs
dc.description.issue3cs
dc.description.lastpage448cs
dc.description.sourceWeb of Sciencecs
dc.description.volume59cs
dc.identifier.citationWood Research. 2014, vol. 59, no. 3, p. 439-448.cs
dc.identifier.issn1336-4561
dc.identifier.urihttp://hdl.handle.net/10084/106698
dc.identifier.wos000350081100006
dc.language.isoencs
dc.publisherVýskumný ústav papiera a celulózycs
dc.relation.ispartofseriesWood Researchcs
dc.relation.urihttp://www.centrumdp.sk/wr/03/07.pdfcs
dc.titleRound timber bolted joints exposed to static and dynamic loadingcs
dc.typearticlecs
dc.type.statusPeer-reviewedcs

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