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Bolts for slip resistant joints in towers for wind turbines
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.
2012 (English)In: Proceedings of the METNET Seminar 2012 in Izmir: Metnet Annual Seminar in Izmir, Turkey, on 10 - 11 October 2012 / [ed] Kuldeep Virdi; Lauri Tenhunen, Hämeenlinna, Finland: HAMK University of Applied Science , 2012, 31-39 p.Conference paper, Published paper (Other academic)
Abstract [en]

This paper deals with a new solution to connect various segments in a tubular steel tower for wind power plants. Tests are performed to determine appropriate bolts for such connections. They focus on checking the development of pretension forces in the bolts during a period of one week. The behaviour of four different types of bolts is described and evaluated. For one type of bolt the force reduction is monitored for two different clamping lengths. Finally, recommendations for further tests are given.

Place, publisher, year, edition, pages
Hämeenlinna, Finland: HAMK University of Applied Science , 2012. 31-39 p.
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
URN: urn:nbn:se:ltu:diva-31346Local ID: 580e50be-20ee-42e3-82a2-67be45c66fcbISBN: 978-951-784-592-2 (print)ISBN: 978-951-784-593-9 (electronic)OAI: oai:DiVA.org:ltu-31346DiVA: diva2:1004580
Conference
Metnet Annual Seminar : 10/10/2012 - 11/10/2012
Note
Godkänd; 2012; 20130218 (chrott)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2017-11-25Bibliographically approved

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CiteExportLink to record
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