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An Engineering Modeling Approach for the Non-Linear Load-Displacement Behavior of Single Dowel Connections: Parameter Study
Vienna University of Technology, Austria.
Vienna University of Technology, Austria.ORCID iD: 0000-0002-7829-4630
Vienna University of Technology, Austria.
Vienna University of Technology, Austria.
2016 (English)In: Proceedings of the 2016 World Conference on Timber Engineering (WCTE), Vienna University of Technology, Austria , 2016Conference paper, Published paper (Refereed)
Abstract [en]

A beam on non-linear elastic foundation model for consistent determination of the non-linear loaddisplacement behavior of single dowel connections is presented. The influence of certain parameters, like the load-tograin direction or the side member thickness on the connection behavior is demonstrated by means of a parameter study and compared to experimental findings.

Place, publisher, year, edition, pages
Vienna University of Technology, Austria , 2016.
National Category
Building Technologies Wood Science
Research subject
Technology (byts ev till Engineering), Civil engineering; Technology (byts ev till Engineering), Forestry and Wood Technology
Identifiers
URN: urn:nbn:se:lnu:diva-56268ISBN: 978-3-903039-00-1 (print)OAI: oai:DiVA.org:lnu-56268DiVA: diva2:957003
Conference
World Conference on Timber Engineering (WCTE 2016), August 22-25, 2016, Vienna, Austria
Available from: 2016-08-31 Created: 2016-08-31 Last updated: 2016-09-06Bibliographically approved

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CiteExportLink to record
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Cite
Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
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Output format
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