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dc.contributor.authorVavrušová, Kristýna
dc.contributor.authorLokaj, Antonín
dc.contributor.authorMikolášek, David
dc.contributor.authorSucharda, Oldřich
dc.date.accessioned2021-01-25T11:10:14Z
dc.date.available2021-01-25T11:10:14Z
dc.date.issued2020
dc.identifier.citationSustainability. 2020, vol. 12, issue 21, art. no. 9288.cs
dc.identifier.issn2071-1050
dc.identifier.urihttp://hdl.handle.net/10084/142585
dc.description.abstractThe joints in timber structures are often the decisive factor in determining the load-bearing capacity, rigidity, sustainability, and durability of timber structures. Compared with the fasteners used for steel and concrete structures, fasteners for timber structures generally have a lower load-bearing capacity and rigidity, with the exception of glued joints. Glued joints in timber structures constitute a diverse group of rigid joints which are distinguished by sudden failure when the joint's load-bearing capacity is reached. In this contribution, the load-bearing capacity of a longitudinal joint for a beam under simple flexural stress is analyzed using glued, double-sided splices. Joints with double-sided splices and connecting screws were also tested to compare the load-bearing capacity and rigidity. A third series of tests was carried out on joints made using glued double-sided splices augmented with screws. The aim of this combined joint was to ensure greater ductility after the load-bearing capacity of the glued splice joint had been reached.cs
dc.language.isoencs
dc.publisherMDPIcs
dc.relation.ispartofseriesSustainabilitycs
dc.relation.urihttp://doi.org/10.3390/su12219288cs
dc.rights© 2020 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjecttimbercs
dc.subjectjointcs
dc.subjectscrewcs
dc.subjectgluedcs
dc.subjectadhesivecs
dc.subjectbending strengthcs
dc.subjectsustainabilitycs
dc.titleAnalysis of longitudinal timber beam joints loaded with simple bendingcs
dc.typearticlecs
dc.identifier.doi10.3390/su12219288
dc.rights.accessopenAccesscs
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs
dc.description.sourceWeb of Sciencecs
dc.description.volume12cs
dc.description.issue21cs
dc.description.firstpageart. no. 9288cs
dc.identifier.wos000589696300001


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© 2020 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.
Except where otherwise noted, this item's license is described as © 2020 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.