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.
| Language | English |
|---|---|
| Pages | 196-202 |
| Number of pages | 7 |
| Journal | Proceedings of Institution of Civil Engineers: Energy |
| Volume | 167 |
| Issue number | 4 |
| DOIs | |
| Publication status | Published - 1 Nov 2014 |
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Keywords
- fatigue
- offshore engineering
- renewable energy
- wind farms
Cite this
}
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 journal › Article
TY - JOUR
T1 - Fatigue design of offshore steel mono-pile wind substructures
AU - Brennan, Feargal
AU - Tavares, Isaac
PY - 2014/11/1
Y1 - 2014/11/1
N2 - 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.
AB - 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.
KW - fatigue
KW - offshore engineering
KW - renewable energy
KW - wind farms
UR - http://www.scopus.com/inward/record.url?scp=85006134781&partnerID=8YFLogxK
U2 - 10.1680/ener.14.00005
DO - 10.1680/ener.14.00005
M3 - Article
VL - 167
SP - 196
EP - 202
JO - Proceedings of the ICE - Energy
T2 - Proceedings of the ICE - Energy
JF - Proceedings of the ICE - Energy
SN - 1751-4223
IS - 4
ER -