Fatigue design of offshore steel mono-pile wind substructures

Feargal Brennan, Isaac Tavares

Research output: Contribution to journalArticle

14 Citations (Scopus)

Abstract

Offshore wind turbine support structures experience tens of millions of load cycles throughout their design lives, such that these structures are prone to high-cycle fatigue damage. This paper focuses on steel mono-pile substructures, by far the most common type of offshore wind installation, and examines the origin of current fatigue design guidance and what needs to be done to develop guidelines in order to support designers and operators to better optimise offshore wind support structures. The paper discusses some of the incrementally developed techniques for fatigue design from the oil and gas sector and questions whether or not these are entirely appropriate for the rapidly developing offshore wind industry.

LanguageEnglish
Pages196-202
Number of pages7
JournalProceedings of Institution of Civil Engineers: Energy
Volume167
Issue number4
DOIs
Publication statusPublished - 1 Nov 2014

Fingerprint

Piles
Fatigue of materials
Steel
Offshore wind turbines
Fatigue damage
Gases
Industry
Oils

Keywords

  • fatigue
  • offshore engineering
  • renewable energy
  • wind farms

Cite this

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Fatigue design of offshore steel mono-pile wind substructures. / Brennan, Feargal; Tavares, Isaac.

In: Proceedings of Institution of Civil Engineers: Energy, Vol. 167, No. 4, 01.11.2014, p. 196-202.

Research output: Contribution to journalArticle

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