Towards better understanding of a friction connection in tubular towers for wind turbines
2010 (English)In: Proceedings of the 4th International Conference on Steel and Composite Structures: 21 - 23 July 2010, Sydney, Australia / [ed] Brian Uy, Singapore: Research Publishing Services, 2010, 507-512 p.Conference paper (Refereed)
The present assembling detail between two segments of the tubular tower segments used in to support wind turbines is accomplished by flange connection. This type of connection suffers from a rather low fatigue resistance class, in the range of 40 MPa. To remedy this drawback a new friction joint has been developed in the recently finished international RFCS research project HISTWIN (High-Strength Steel Tower for Wind Turbine). In order to study the behaviour of both type of joints, conventional ring-flange connections and friction connection, eight "Four point bending tests" of down-scaled tubular tower section were performed. The behaviour of tests using the friction connection is described in this paper. A short summary of the experimental and numerical work, performed at RWTH and LTU, respectively, is presented in this paper.
Place, publisher, year, edition, pages
Singapore: Research Publishing Services, 2010. 507-512 p.
Steel Structures, Civil engineering and architecture - Building engineering
Samhällsbyggnadsteknik och arkitektur - Byggnadsteknik
Research subject Steel Structures
IdentifiersURN: urn:nbn:se:ltu:diva-39510DOI: 10.3850/978-981-08-6218-3_SS-Th018Local ID: e4bb73f1-c49b-4790-b447-b986548f3626ISBN: 978-981-086218-3OAI: oai:DiVA.org:ltu-39510DiVA: diva2:1013023
International Conference on Steel and Composite Structures : 21/07/2010 - 23/07/2010
Godkänd; 2010; 20110601 (marlim)2016-10-032016-10-03Bibliographically approved