Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1005385
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dc.contributor.authorHenriques, M. D.pt_BR
dc.contributor.authorRibeiro Nunes, L. M.pt_BR
dc.contributor.authorBrito, J.pt_BR
dc.date.accessioned2013-11-04T15:44:00Zpt_BR
dc.date.accessioned2014-10-09T14:55:32Zpt_BR
dc.date.accessioned2017-04-13T11:31:06Z-
dc.date.available2013-11-04T15:44:00Zpt_BR
dc.date.available2014-10-09T14:55:32Zpt_BR
dc.date.available2017-04-13T11:31:06Z-
dc.date.issued2013-09pt_BR
dc.identifier.otherID: 193.136.109.30-30/07/13,17:22:22pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1005385-
dc.description.abstractThis paper presents the laboratory work performed with the purpose of understanding the mechanical performance of 340x20x20 mm maritime pine wood samples degraded by rot fungi when treated with a biocide product followed by consolidation through impregnation with a polymeric product. Four commercially available products were used: a water-based biocide, BC, a solvent-based biocide, X, an acrylic consolidant, PB (PB 72), and an epoxy-based consolidant, E. Seven sets of specimens each one having a varied range of fungal degradation were prepared. Then the product combinations were applied by brush to six sets of specimens (E, X-E, BC-E, PB, X-PB, BC-PB) of which one was left untreated for control, 0-0. Finally all sets were subjected to static bending strength test until rupture. Results showed that the acrylic and epoxy-based products lead to increased mechanical capacity of the consolidated wood up to 100% in some cases in specimens with 70% of MOE loss. The results presented the same order of magnitude for both wood consolidants. The previous application of biocide did not have a significant impact in the behavioral pattern of the consolidant: a marked improvement of the bending strength of the degraded specimens after treatment and consolidation. These results demonstrated the feasibility of combining biocide/consolidation products, and provide indications of interest to the application of this technique to extend the lifespan of wood elements moderately degraded by fungi in old buildings.pt_BR
dc.description.sponsorshipThe authors would like to thank the Fundação para a Ciência e Tecnologia (FCT) for the project CONSERV-TIMBER (ref. EXPL/ECM-COM/0664/2012) and Dr. Jeff Lloyd from Nisus Corporation for supplying treatment products. The authors also wish to acknowledge the support of the research centre ICIST (Instituto de Engenharia de Estruturas, Território e Construção), IST, Technical University of Lisbon and of the National Laboratory of Civil Engineering (LNEC).pt_BR
dc.language.isoengpt_BR
dc.relation.ispartofseriesComunicação;pt_BR
dc.rightsopenAccesspt_BR
dc.subjectWoodpt_BR
dc.subjectDegradationpt_BR
dc.subjectConservationpt_BR
dc.subjectConsolidationpt_BR
dc.subjectOld buildingspt_BR
dc.titleMechanical evaluation of timber conservation processes by bending testspt_BR
dc.typeconferenceObjectpt_BR
dc.identifier.localedicaotrentopt_BR
dc.description.figures7pt_BR
dc.description.tables2pt_BR
dc.description.pages8pt_BR
dc.identifier.seminario2º International Conference on Structural Health Assessment of Timber Structures (SHATIS’13)pt_BR
dc.identifier.localItáliapt_BR
dc.identifier.localizacao6M2pt_BR
dc.description.sectorDE/NCEpt_BR
dc.description.year2013pt_BR
dc.description.data4-6 setembropt_BR
Appears in Collections:DE/NCE - Comunicações a congressos e artigos de revista

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