Retrofitting of monopile transition piece for offshore wind turbines

Junwon Seo, William Schaffer, Monique Head, Mehdi Shokouhian

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

7 Scopus citations

Abstract

The monopile foundation for an offshore wind turbine (OWT) has been successfully implemented worldwide, particularly in Germany, Denmark and the United Kingdom. Numerous offshore wind farms have been operational for a large percent of their expected service lives. However, one problematic area of concern is that the transition zone of the structure (the connection between the monopile and tower) relies on a grouted connection which fails to support the axial load of the OWT when it is subjected to wind and wave loadings. This is a major implication for offshore wind farms that are installed and, thereby requires a retrofit solution that is not only adequately-effective, but also efficiently implemented. This paper analyzes a retrofit solution that involves drilling holes through the transition piece, grout, and monopile and installing pins, which would completely prevent vertical movement between the transition piece and monopile. The NREL 5MW reference wind turbine was considered for this study, atop a monopile with a 5m diameter. To adequately address the major issue presented, this study consists of three simulation parts. All three parts implemented a finite element model (FEM) analysis of the transition zone to: 1) simulate the transition zone without any additional supports types (e.g. shear keys); 2) simulate the transition zone with the support of shear keys; and 3) simulate the transition zone with the retrofit pins without the implementation of shear keys. These pins will be spaced based on a general following of the DNV guidelines for shear key design. All three of the models are local models only, and thus have simplified loading conditions applied. Each model is 25m tall and are assumed to be fixed at the base. The retrofit solution will then be compared to the other cases to determine its efficacy in transcending the grout-failure problem. From this study it is anticipated that an effective retrofit solution will be simulated for a general OWT size.

Original languageEnglish
Title of host publicationProceedings of the 27th International Ocean and Polar Engineering Conference, ISOPE 2017
Pages1011-1017
Number of pages7
ISBN (Electronic)9781880653975
StatePublished - 2017
Event27th International Ocean and Polar Engineering Conference, ISOPE 2017 - San Francisco, United States
Duration: Jun 25 2017Jun 30 2017

Publication series

NameProceedings of the International Offshore and Polar Engineering Conference
ISSN (Print)1098-6189
ISSN (Electronic)1555-1792

Conference

Conference27th International Ocean and Polar Engineering Conference, ISOPE 2017
Country/TerritoryUnited States
CitySan Francisco
Period6/25/176/30/17

Bibliographical note

Publisher Copyright:
Copyright © 2017 by the International Society of Offshore and Polar Engineers (ISOPE).

ASJC Scopus subject areas

  • Energy Engineering and Power Technology
  • Ocean Engineering
  • Mechanical Engineering

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