DSpace Repository

Mechanical evaluation of timber conservation processes by bending tests

Show simple item record

dc.contributor.author Henriques, M. D. pt_BR
dc.contributor.author Ribeiro Nunes, L. M. pt_BR
dc.contributor.author Brito, J. pt_BR
dc.date.accessioned 2013-11-04T15:44:00Z pt_BR
dc.date.accessioned 2014-10-09T14:55:32Z pt_BR
dc.date.accessioned 2017-04-13T11:31:06Z
dc.date.available 2013-11-04T15:44:00Z pt_BR
dc.date.available 2014-10-09T14:55:32Z pt_BR
dc.date.available 2017-04-13T11:31:06Z
dc.date.issued 2013-09 pt_BR
dc.identifier.other ID: 193.136.109.30-30/07/13,17:22:22 pt_BR
dc.identifier.uri https://repositorio.lnec.pt/jspui/handle/123456789/1005385
dc.description.abstract This 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.sponsorship The 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.iso eng pt_BR
dc.relation.ispartofseries Comunicação; pt_BR
dc.rights openAccess pt_BR
dc.subject Wood pt_BR
dc.subject Degradation pt_BR
dc.subject Conservation pt_BR
dc.subject Consolidation pt_BR
dc.subject Old buildings pt_BR
dc.title Mechanical evaluation of timber conservation processes by bending tests pt_BR
dc.type conferenceObject pt_BR
dc.identifier.localedicao trento pt_BR
dc.description.figures 7 pt_BR
dc.description.tables 2 pt_BR
dc.description.pages 8 pt_BR
dc.identifier.seminario 2º International Conference on Structural Health Assessment of Timber Structures (SHATIS’13) pt_BR
dc.identifier.local Itália pt_BR
dc.identifier.localizacao 6M2 pt_BR
dc.description.sector DE/NCE pt_BR
dc.description.year 2013 pt_BR
dc.description.data 4-6 setembro pt_BR


Files in this item

This item appears in the following Collection(s)

Show simple item record

Search DSpace


Advanced Search

Browse

My Account