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Numerical Simulations of the Loading Process of Dowel-Type Timber Connections
Vienna University of Technology, Austria.ORCID iD: 0000-0002-1181-8479
University of Glasgow, Scotland.
Vienna University of Technology, Austria.ORCID iD: 0000-0002-7829-4630
Vienna University of Technology, Austria.
2012 (English)In: CD-ROM Proceedings of the 6th European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2012) / [ed] J. Eberhardsteiner, H. J. Böhm, F. G. Rammerstorfer, Vienna University of Technology , 2012Conference paper, Oral presentation with published abstract (Refereed)
Abstract [en]

In order to maximize utilization, numerical simulations are gaining importance in the design of timber structures. Dowel-type steel-to-timber connections are commonly used for a wide variety of loads. The current design generation, namely the Eurocode (EC)5 [1], is based on empirical tests, and lacks in many aspects a stringent mechanical foundation. The optimization of connections plays an important role for the competitiveness of timber structures, which is often restricted due to the inabilityof the design concepts to capture the large variety of fields of applications. The mechanical behavior of these types of connections is mainly driven by stiffness differences between the steel dowel and the wood part, whereby the strength properties of the materials and the geometric layout of the connection considerable affect the connection’s stiffness and strength.

Place, publisher, year, edition, pages
Vienna University of Technology , 2012.
Keyword [en]
timber engineering, dowel-type connection, ductile and brittle failure modes
National Category
Building Technologies
Research subject
Technology (byts ev till Engineering), Civil engineering
Identifiers
URN: urn:nbn:se:lnu:diva-41484ISBN: 978-3-9502481-9-7 (print)OAI: oai:DiVA.org:lnu-41484DiVA: diva2:799397
Conference
6th European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2012)
Available from: 2015-03-30 Created: 2015-03-30 Last updated: 2016-04-27Bibliographically approved

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