Ultimate loads and response analysis of a monopile supported offshore wind turbine using fully coupled simulation

A Morató , S Sriramula, N Krishnan, J Nichols

Research output: Contribution to journalArticle

13 Citations (Scopus)
8 Downloads (Pure)

Abstract

The current design of offshore wind turbines follows mainly the IEC 61400-3 standard. The list of Design Load Cases (DLCs) implied for this standard is comprehensive and the resulting number of time domain simulations is computationally prohibitive. The aim of this paper is to systematically analyse a subset of ultimate limit state load cases proposed by the IEC 61400-3, and understand the relative severity among the load cases to identify the most critical among them. For this study, attention is focused on power production and parked load cases. The analysis is based on the NREL 5 MW prototype turbine model, mounted on a monopile with a rigid foundation. The mudline overturning moment, as well as the blade-root in-plane and out-of-plane moments are taken as metrics to compare among the load cases. The simulations are carried out using the aero-hydro-servo-elastic simulator, FAST, and the key observations are thoroughly discussed. The DLC 1.6a is shown to be the most onerous load case. Although the considered load cases are limited to power production and idling regimes, the obtained results will be extremely useful for the substructure (monopile) design and for efficient reliability analysis subsequently, as is also shown partially by some previous studies.
Original languageEnglish
Pages (from-to)126-143
Number of pages18
JournalRenewable Energy
Volume101
Early online date1 Sep 2016
DOIs
Publication statusPublished - Feb 2017

Fingerprint

Offshore wind turbines
Reliability analysis
Turbines
Simulators

Keywords

  • Offshore wind turbine
  • design load case
  • monopile
  • response analysis
  • support structure
  • ultimate load

Cite this

Ultimate loads and response analysis of a monopile supported offshore wind turbine using fully coupled simulation. / Morató , A; Sriramula, S; Krishnan, N; Nichols, J.

In: Renewable Energy, Vol. 101, 02.2017, p. 126-143.

Research output: Contribution to journalArticle

@article{7e50409edd85452f80f3ebe3662a4428,
title = "Ultimate loads and response analysis of a monopile supported offshore wind turbine using fully coupled simulation",
abstract = "The current design of offshore wind turbines follows mainly the IEC 61400-3 standard. The list of Design Load Cases (DLCs) implied for this standard is comprehensive and the resulting number of time domain simulations is computationally prohibitive. The aim of this paper is to systematically analyse a subset of ultimate limit state load cases proposed by the IEC 61400-3, and understand the relative severity among the load cases to identify the most critical among them. For this study, attention is focused on power production and parked load cases. The analysis is based on the NREL 5 MW prototype turbine model, mounted on a monopile with a rigid foundation. The mudline overturning moment, as well as the blade-root in-plane and out-of-plane moments are taken as metrics to compare among the load cases. The simulations are carried out using the aero-hydro-servo-elastic simulator, FAST, and the key observations are thoroughly discussed. The DLC 1.6a is shown to be the most onerous load case. Although the considered load cases are limited to power production and idling regimes, the obtained results will be extremely useful for the substructure (monopile) design and for efficient reliability analysis subsequently, as is also shown partially by some previous studies.",
keywords = "Offshore wind turbine, design load case, monopile, response analysis, support structure, ultimate load",
author = "A Morat{\'o} and S Sriramula and N Krishnan and J Nichols",
note = "This PhD research is funded by Lloyd’s Register Group Services Ltd., Aberdeen. Sriramula’s work within the Lloyd’s Register Foundation Centre for Safety and Reliability Engineering at the University of Aberdeen is supported by Lloyd’s Register Foundation. The Foundation helps to protect life and property by supporting engineering-related education, public engagement and the application of research. We would also like to acknowledge the constant assistance provided by Jason Jonkman on using FAST.",
year = "2017",
month = "2",
doi = "10.1016/j.renene.2016.08.056",
language = "English",
volume = "101",
pages = "126--143",
journal = "Renewable Energy",
issn = "0960-1481",
publisher = "PERGAMON-ELSEVIER SCIENCE LTD",

}

TY - JOUR

T1 - Ultimate loads and response analysis of a monopile supported offshore wind turbine using fully coupled simulation

AU - Morató , A

AU - Sriramula, S

AU - Krishnan, N

AU - Nichols, J

N1 - This PhD research is funded by Lloyd’s Register Group Services Ltd., Aberdeen. Sriramula’s work within the Lloyd’s Register Foundation Centre for Safety and Reliability Engineering at the University of Aberdeen is supported by Lloyd’s Register Foundation. The Foundation helps to protect life and property by supporting engineering-related education, public engagement and the application of research. We would also like to acknowledge the constant assistance provided by Jason Jonkman on using FAST.

PY - 2017/2

Y1 - 2017/2

N2 - The current design of offshore wind turbines follows mainly the IEC 61400-3 standard. The list of Design Load Cases (DLCs) implied for this standard is comprehensive and the resulting number of time domain simulations is computationally prohibitive. The aim of this paper is to systematically analyse a subset of ultimate limit state load cases proposed by the IEC 61400-3, and understand the relative severity among the load cases to identify the most critical among them. For this study, attention is focused on power production and parked load cases. The analysis is based on the NREL 5 MW prototype turbine model, mounted on a monopile with a rigid foundation. The mudline overturning moment, as well as the blade-root in-plane and out-of-plane moments are taken as metrics to compare among the load cases. The simulations are carried out using the aero-hydro-servo-elastic simulator, FAST, and the key observations are thoroughly discussed. The DLC 1.6a is shown to be the most onerous load case. Although the considered load cases are limited to power production and idling regimes, the obtained results will be extremely useful for the substructure (monopile) design and for efficient reliability analysis subsequently, as is also shown partially by some previous studies.

AB - The current design of offshore wind turbines follows mainly the IEC 61400-3 standard. The list of Design Load Cases (DLCs) implied for this standard is comprehensive and the resulting number of time domain simulations is computationally prohibitive. The aim of this paper is to systematically analyse a subset of ultimate limit state load cases proposed by the IEC 61400-3, and understand the relative severity among the load cases to identify the most critical among them. For this study, attention is focused on power production and parked load cases. The analysis is based on the NREL 5 MW prototype turbine model, mounted on a monopile with a rigid foundation. The mudline overturning moment, as well as the blade-root in-plane and out-of-plane moments are taken as metrics to compare among the load cases. The simulations are carried out using the aero-hydro-servo-elastic simulator, FAST, and the key observations are thoroughly discussed. The DLC 1.6a is shown to be the most onerous load case. Although the considered load cases are limited to power production and idling regimes, the obtained results will be extremely useful for the substructure (monopile) design and for efficient reliability analysis subsequently, as is also shown partially by some previous studies.

KW - Offshore wind turbine

KW - design load case

KW - monopile

KW - response analysis

KW - support structure

KW - ultimate load

U2 - 10.1016/j.renene.2016.08.056

DO - 10.1016/j.renene.2016.08.056

M3 - Article

VL - 101

SP - 126

EP - 143

JO - Renewable Energy

JF - Renewable Energy

SN - 0960-1481

ER -