Behaviour of bond lines in dvw reinforced timber connections

D. Brandon, A.J.M. Leijten

Research output: Chapter in Book/Report/Conference proceedingConference contributionAcademicpeer-review

2 Citations (Scopus)
64 Downloads (Pure)

Abstract

This paper presents a study of the behaviour of bond lines of Densified Veneer Wood (DVW) reinforced timber connections. Studies by Leijten in the 90s have shown that reinforced timber connections with DVW results in a significant enhancement of connections properties. The DVW is in these connections glued onto the timber. Recently, these reinforced connections were studied in column-beam and splice type arrangements using connecting flitch plates. In these arrangements additional stresses are introduced in the bond line. A numerical study was performed to the bond line capacity, but experiments did not fully verify the predictions. For the present study the fracture mechanical properties of bond lines between DVW and Norway Spruce were determined experimentally, and were implemented in three dimensional finite element models. Delamination tests were performed to verify the numerical procedure. From these tests it is concluded that the numerical predictions correspond well to the experiments.
Original languageEnglish
Title of host publicationProceedings of the World Conference on Timber Engineering (WCTE 2014), 10-14 August 2014, Quebec, Canada
EditorsA. Salenikovitch
Place of PublicationQuebec city
PublisherFPInnovations
Pages1-7
ISBN (Print)978-0-86488-559-3
Publication statusPublished - 2014
Event2014 World Conference on Timber Engineering (WCTE 2014) - Quebec City, Canada
Duration: 10 Aug 201414 Aug 2014

Conference

Conference2014 World Conference on Timber Engineering (WCTE 2014)
Abbreviated titleWCTE 2014
CountryCanada
CityQuebec City
Period10/08/1414/08/14
OtherWCTE 2014 World Conference on Timber Engineering

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