Anforderungen an die mechanische Fügetechnik für Türme von WEA in Stahlbauweise für große Nabenhöhen
Author(s): |
Ralf Glienke
Andreas Ebert Martin-Christoph Wanner Alexander Kupzok |
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Medium: | journal article |
Language(s): | German |
Published in: | Stahlbau, August 2015, n. 8, v. 84 |
Page(s): | 556-570 |
DOI: | 10.1002/stab.201510296 |
Abstract: |
Requirements for mechanical joining for application in the wind turbine towers for large hub height made of steel.Modern wind turbines with high hub heights enable an economical energy production for locations with lower wind speed, complex terrain or in forests. High hub heights result in high requirements for the performance of turbine towers. For power production, the towers have to feature distinct static and dynamic properties. The feasibility of conventional, welded tubular steel towers faces technical and economical limits and alternative tower concepts are applied. For alternative steel towers concepts, friction connections with preloaded bolts have several advantages, but also raises new questions. The load bearing capacity of a friction connection depends on the coefficient of static friction and the applied pretension. During the turbine lifetime, the friction connection will be subject to a loss of pretension that needs to be considered. According to current design standards for steel constructions, the loss of pretension cannot be included in the design phase, but must be accounted for by means of maintenance. |
Keywords: |
loss of pretension force Eurocode 3 wind turbine punching fatigue resistance wind turbine tower slip-resistant connection loss of preload
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Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10072064 - Published on:
28/09/2015 - Last updated on:
28/09/2015