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Matrix Failure of Multi-Dowel Type Connections Engineering Modelling and Parameter Study
Vienna University of Technology, Austria.
Vienna University of Technology, Austria.
Vienna University of Technology, Austria.ORCID iD: 0000-0002-7829-4630
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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 simplified numerical engineering model for the design of the surrounding timber matrix of dowel groups, developed within the framework of a commercial structural analysis software, is presented herein. This model was applied to highlight and reflect various dowel arrangements in timber to steel connections from building practice subjected to arbitrary sets of internal forces against the background of both the real mechanical behavior and the present practice of design. A parameter study revealed the interdependence of stresses in the timber matrix and geometrical and mechanical properties of dowel groups.

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-56267ISBN: 978-3-903039-00-1 (print)OAI: oai:DiVA.org:lnu-56267DiVA: diva2:957001
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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Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
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Language
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Output format
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