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dc.contributor.authorLlana, Daniel F.
dc.contributor.authorÍñiguez González, Guillermo
dc.contributor.authorMontón Lecumberri, Joaquín
dc.contributor.authorArriaga, Francisco
dc.date.accessioned2026-07-01T07:49:20Z
dc.date.available2026-07-01T07:49:20Z
dc.date.issued2018
dc.identifier.citationLlana, D. F., Íñiguez González, G., Montón Lecumberri, J., y Arriaga, F. (2018). In-situ density estimation by four nondestructive techniques on Norway spruce from built-in wood structures. Holzforschung, 72(10), 871-879. https://doi.org/10.1515/hf-2018-0027es
dc.identifier.issn0018-3830
dc.identifier.urihttp://hdl.handle.net/20.500.12251/4779
dc.description.abstractNeedle penetration resistance (NPR), screw withdrawal resistance (SWR), core drilling (CD) and drilling chips extraction (DCE) are nondestructive and semi-destructive techniques used to estimate density in timber structures. In most of the previous studies, these techniques were tested in clear sawn timber and clear specimens. The goal of the present paper is to study the relationship between density and these techniques by means of five different devices in whole pieces of timber from built-in engineering structures, which are from 12 4.5-m long structural timber joists of Norway spruce from a 19th century building in Barcelona (Catalonia, Spain). Although determination coefficients (R-2) for density estimation models were lower than those from clear timber, the results obtained confirmed that these four techniques are suitable for in-situ density estimation of woods in buildings. The best results were obtained by CD (the bigger the bit, the higher the correlation), followed by DCE, and SWR. The worst correlation was found for NPR devices, but the results could be probably improved with more measurements.es
dc.language.isoenges
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.titleIn-situ density estimation by four nondestructive techniques on Norway spruce from built-in wood structureses
dc.typearticle
dc.identifier.doi10.1515/hf-2018-0027
dc.issue.number10es
dc.journal.titleHolzforschunges
dc.page.initial871es
dc.page.final879es
dc.rights.accessRightsopenAccesses
dc.subject.keywordMaderaes
dc.subject.keywordEstructura de maderaes
dc.subject.keywordTécnicas no destructivases
dc.subject.keywordMadera estructurales
dc.subject.keywordVigas de maderaes
dc.subject.unesco3305 Tecnología de la Construcciónes
dc.subject.unesco3305.32 Ingeniería de Estructurases
dc.subject.unesco3305.33 Resistencia de Estructurases
dc.subject.unesco3312.13 Tecnología de la Maderaes
dc.subject.unesco3312.12 Ensayo de Materialeses
dc.volume.number72


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Attribution-NonCommercial-NoDerivatives 4.0 Internacional
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