Experimental investigation on the development of wear in grouted connections for offshore wind turbine generators
Author:
Funder
ESPRC
E.ON
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference22 articles.
1. The European Wind Energy Association. The European offshore wind industry key trends and statistics. EWEA; 2010–2013. http://www.ewea.org [accessed 27 November 13].
2. Dallyn P, El-Hamalawi A, Palmeri, A, Knight R. Wear in large diameter grouted connections for offshore wind energy converters. In: Proceedings of the10th international conference on advances in steel concrete composite and hybrid structures, Singapore; 2012. p. 639–45.
3. Billington C, Lewis. The strength of large diameter grouted connections. In: Offshore technology conference, OTC, Houston; 1978. p. 291–301.
4. Karsan D, Krahl N. New API equation for grouted pile to structure connections. In: Offshore technology conference, OTC, Houston; 1984. p. 49–56.
5. Sele A, Kjeøy H. Background for the new design equations for grouted connections in the DNV draft rules for fixed offshore structure. In: Offshore technology conference, OTC, Houston; 1989. p. 463–74.
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