Hydroelastic code-to-code comparison for a tension leg spar-type floating wind turbine

Madjid Karimirad*, Quentin Meissonnier, Zhen Gao, Torgeir Moan

*Corresponding author for this work

Research output: Contribution to journalArticle

68 Citations (Scopus)

Abstract

The development of robust design tools for offshore wind turbines requires knowledge of both wave and wind load models and response analysis. Verification of the numerical codes is required by the use of experiments and code-to-code comparisons. This paper presents a hydroelastic code-to-code comparison between the HAWC2 and USFOS/vpOne codes for a tension leg spar (TLS) wind turbine with a single tether. This concept is hence based on the TLP and Spar concepts. The comparison is performed using coupled hydroelastic time domain simulations. Several aspects of modelling, such as wave simulation, hydrodynamic and structural modelling, are addressed for the TLS. Wave-induced motions of the support structure affect the power performance of a wind turbine. Furthermore, overload of the tension leg should be avoided. In this paper, the motion and tension responses are compared. The tension leg introduces nonlinear effects on the spar motion. These nonlinear effects include combined-frequency effect such as double, difference and sum of wave, as well as natural pitch and surge frequencies. Hydrodynamic loads are based on a combination of the Morison formula and the pressure integration method. A comparison indicates that the motion and tension responses obtained in the two codes are in good agreement.

Original languageEnglish
Pages (from-to)412-435
Number of pages24
JournalMarine Structures
Volume24
Issue number4
DOIs
Publication statusPublished - 01 Oct 2011
Externally publishedYes

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Keywords

  • Coupled hydroelastic dynamic analysis
  • Floating wind turbine
  • Tension leg spar (TLS)

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