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dc.contributor.authorAquino, Caroline D.por
dc.contributor.authorRodrigues, Leonardo Filipe Guilhermepor
dc.contributor.authorKržan, Metapor
dc.contributor.authorSchweigler, Michaelpor
dc.contributor.authorLi, Zhengpor
dc.contributor.authorBranco, Jorge M.por
dc.date.accessioned2024-02-19T08:10:21Z-
dc.date.available2024-02-19T08:10:21Z-
dc.date.issued2023-
dc.identifier.isbn9781713873297por
dc.identifier.urihttps://hdl.handle.net/1822/88804-
dc.description.abstractDifferent test setups have been reported in the literature for the determination of the embedment strength in timber elements. These variances hinder a straightforward comparison between available test data. It is difficult to determine if the source of variability lies in intrinsic timber properties or is related to the test protocol used. This paper aims to provide a better insight into the influence of embedment strength test methods, comparing experimental results from different test setups within the guidelines of EN 383 and ASTM D 5764-97a for Scots pine wood (Pinus sylvestris) and Spruce (Picea Abies). A robust statistical analysis was performed to identify statistically significant differences between the groups evaluated. The analysis of the parallel to grain embedment strength showed that the results differed between standards, pointing out the potential bias inserted in the embedment properties given their evaluation method. Moreover, the thickness of the specimen tests also proved to influence the yield and ultimate embedment strength for the wood species tested.por
dc.description.sponsorshipThis work was financed by FCT – Foundation for Science and Technology within the scope of the Timquake project POCI-01-0145-FEDER-032031 and through a PhD grant 2021.07308.BD conceded to the first author. This work is also linked to the work in RILEM TC TPT “Tests methods for a reliable characterization of resistance, stiffness and deformation properties of timber joints”.por
dc.language.isoengpor
dc.publisherWorld Conference on Timber Engineering (WCTE)por
dc.relationPOCI-01-0145-FEDER-032031por
dc.relationinfo:eu-repo/grantAgreement/FCT/POR_NORTE/2021.07308.BD/PTpor
dc.rightsopenAccesspor
dc.subjectDowel-type connectionspor
dc.subjectEmbedment strengthpor
dc.subjectRILEM TC TPTpor
dc.subjectTest methodspor
dc.titleInfluence of test methods on the parallel to grain embedment strength and foundation modulus characterizationpor
dc.typeconferencePaperpor
dc.peerreviewedyespor
dc.relation.publisherversionhttps://doi.org/10.52202/069179-0477por
sdum.event.typeconferencepor
oaire.citationStartPage3667por
oaire.citationEndPage3674por
oaire.citationConferencePlaceOslo, Norwaypor
oaire.citationVolume6por
dc.date.updated2024-02-06T18:37:27Z-
dc.identifier.doi10.52202/069179-0477por
sdum.export.identifier13147-
sdum.conferencePublication13th World Conference on Timber Engineering, WCTE 2023por
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