• norsk
    • English
  • English 
    • norsk
    • English
  • Login
View Item 
  •   Home
  • Norges Geotekniske Institutt
  • NGI articles
  • View Item
  •   Home
  • Norges Geotekniske Institutt
  • NGI articles
  • View Item
JavaScript is disabled for your browser. Some features of this site may not work without it.

A macro-element pile foundation model for integrated analyses of monopilebased offshore wind turbines

Page, Ana M.; Grimstad, Gustav; Eiksund, Gudmund Reidar; Jostad, Hans Petter
Journal article, Peer reviewed
Submitted version
Thumbnail
View/Open
Page_Jostad_etal%282018%29_AcceptedManuscript.pdf (5.798Mb)
URI
http://hdl.handle.net/11250/2560541
Date
2018
Metadata
Show full item record
Collections
  • NGI articles [409]
Original version
Ocean Engineering. 2018, 167 23-35.   10.1016/j.oceaneng.2018.08.019
Abstract
The design of OWTs relies on integrated load analyses tools that simulate the response of the entire OWT (including the rotor-nacelle assembly, support structure and foundation) under combined aerodynamic and hydrodynamic loading. Despite all efforts to develop accurate integrated models, these often fail to reproduce the measured natural frequencies, partly due to the current foundation modelling. This paper presents a new foundation model for integrated analyses of monopile-based OWTs. The model follows the macro-element approach, where the response of a pile and the surrounding soil is condensed to a force-displacement relation at seabed. The model formulation uses multi-surface plasticity and it reproduces key characteristics in monopile foundation behaviour that are not accounted for in current industry practice. The basic features of the model are described and its limitations are discussed. The performance of the macro-element model is compared against field test measurements and results from FEA. The comparison indicates that the macro-element model can reproduce accurately the non-linear load-displacement response and hysteretic behaviour measured in field tests and computed in FEA. This confirms that the model can simulate the pile and soil behaviour with the same level of accuracy as FEA, but with a considerable reduction in computational effort.
 
A macro-element pile foundation model for integrated analyses of monopilebased offshore wind turbines
 
Journal
Ocean Engineering

Contact Us | Send Feedback

Privacy policy
DSpace software copyright © 2002-2019  DuraSpace

Service from  Unit
 

 

Browse

ArchiveCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsDocument TypesJournalsThis CollectionBy Issue DateAuthorsTitlesSubjectsDocument TypesJournals

My Account

Login

Statistics

View Usage Statistics

Contact Us | Send Feedback

Privacy policy
DSpace software copyright © 2002-2019  DuraSpace

Service from  Unit