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dc.contributor.authorVavrušová, Kristýna
dc.contributor.authorLokaj, Antonín
dc.contributor.authorMikolášek, David
dc.contributor.authorFojtík, Roman
dc.contributor.authorŽídek, Libor
dc.date.accessioned2016-10-25T14:28:22Z
dc.date.available2016-10-25T14:28:22Z
dc.date.issued2016
dc.identifier.citationWood Research. 2016, vol. 61, no. 4, p. 573-581.cs
dc.identifier.issn1336-4561cs
dc.identifier.urihttp://hdl.handle.net/10084/112176
dc.description.abstractThe content of this article is to analyse destructive testing results of longitudinal solid wood joints of structural size beams with internal and external glued wood-based panels (plywood) stressed in bending, which was mostly focused on simulating the effect of the glued line thickness (1 and 3 mm) and the influence of contact surfaces of longitudinally connected elements when bending loads. The aim of this article is to compare the carrying capacity and the joint real behaviour under load with values obtained using numerical modelling and calculation according to valid standards.cs
dc.language.isoencs
dc.publisherVýskumný ústav papiera a celulózycs
dc.relation.ispartofseriesWood Researchcs
dc.relation.urihttp://www.centrumdp.sk/wr/201604/07.pdfcs
dc.subjecttimbercs
dc.subjectjointcs
dc.subjectcarrying capacitycs
dc.subjectplywoodcs
dc.subjectadhesivecs
dc.titleLongitudinal glued joints of timber beams and the influence of quality manufacturing onto their carrying capacitycs
dc.typearticlecs
dc.type.statusPeer-reviewedcs
dc.description.sourceWeb of Sciencecs
dc.description.volume61cs
dc.description.issue4cs
dc.description.lastpage581cs
dc.description.firstpage573cs
dc.identifier.wos000383729800007cs


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