Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1003878
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dc.contributor.authorDias, A.pt_BR
dc.contributor.authorKuilen, J.pt_BR
dc.contributor.authorCruz, H.pt_BR
dc.contributor.authorLopes, S.pt_BR
dc.contributor.editorSociety of Wood Science and Technologypt_BR
dc.date.accessioned2012-10-09T11:17:35Zpt_BR
dc.date.accessioned2014-10-09T14:55:21Zpt_BR
dc.date.accessioned2017-04-12T13:45:09Z-
dc.date.available2012-10-09T11:17:35Zpt_BR
dc.date.available2014-10-09T14:55:21Zpt_BR
dc.date.available2017-04-12T13:45:09Z-
dc.date.issued2010-10pt_BR
dc.identifier.citationDias, A.M.P.G., Van de Kuilen, J.W.G., Cruz, H.M.P. and Lopes, S.M.R. (2010) Numerical modelling of the load-deformation behavior of doweled softwood and hardwood joints. Wood and Fiber Science, 42, 480-489.pt_BR
dc.identifier.issn0735-6161pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1003878-
dc.description.abstractThis article presents a nonlinear finite element model developed to simulate the load-deformation behavior of wood joints when loaded by a dowel-type fastener. Particular attention was paid to the initial load-deformation behavior that had a significant influence on the joint stiffness, a joint property with a large influence on the mechanical behavior of wood-based composite structures connected with semirigid joints. To obtain accurate predictions of joint deformation, the material models available in the literature were adapted and nonlinear deformations were taken into consideration during very early loading. The proposed model precisely describes the embedding behavior of different wood species and densities. Numerical results compared very well with those obtained in experiments. Based on this analysis, the recommendation is to obtain the material model inputs based on design values available in the literature.pt_BR
dc.description.sponsorshipThis work was cofinanced by the Portuguese Science and Technology Foundation (FCT) through Project POCTI/ECM/60089/2004— characterization of glued joints and behavior of timber-based glued structural composite elements.pt_BR
dc.language.isoengpt_BR
dc.relation.ispartofseriesArtigo;pt_BR
dc.rightsopenAccesspt_BR
dc.subjectConstitutive lawpt_BR
dc.subjectDowel-type fastenerspt_BR
dc.subjectFinite elements methodpt_BR
dc.subjectNonlinear analysispt_BR
dc.subjectWood jointspt_BR
dc.subjectYield criterionpt_BR
dc.titleNumerical modeling of the load-deformation behaviour of doweled softwood and hardwood jointspt_BR
dc.typearticlept_BR
dc.description.figures11pt_BR
dc.description.tables2pt_BR
dc.description.pages480-489pppt_BR
dc.description.volume42pt_BR
dc.description.sectorDE/NEMpt_BR
dc.identifier.proc0303/11/17708pt_BR
dc.description.magazineWood and Fiber Sciencept_BR
Appears in Collections:DE/NCE - Comunicações a congressos e artigos de revista



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