Reliability Updating of Offshore Wind Substructures by Use of Digital Twin Information

This paper presents a probabilistic framework for updating the structural reliability of offshore wind turbine substructures based on digital twin information. In particular, the information obtained from digital twins is used to quantify and update the uncertainties associated with the structural d...

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Main Authors: Dawid Augustyn, Martin D. Ulriksen, John D. Sørensen
Format: Article
Language:English
Published: MDPI AG 2021-09-01
Series:Energies
Subjects:
Online Access:https://www.mdpi.com/1996-1073/14/18/5859
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spelling doaj-94b8e12bdced4554a110ebd733f095c42021-09-26T00:05:37ZengMDPI AGEnergies1996-10732021-09-01145859585910.3390/en14185859Reliability Updating of Offshore Wind Substructures by Use of Digital Twin InformationDawid Augustyn0Martin D. Ulriksen1John D. Sørensen2Department of the Built Environment, Aalborg University, 9220 Aalborg, DenmarkDepartment of Energy Technology, Aalborg University, 6700 Esbjerg, DenmarkDepartment of the Built Environment, Aalborg University, 9220 Aalborg, DenmarkThis paper presents a probabilistic framework for updating the structural reliability of offshore wind turbine substructures based on digital twin information. In particular, the information obtained from digital twins is used to quantify and update the uncertainties associated with the structural dynamics and load modeling parameters in fatigue damage accumulation. The updated uncertainties are included in a probabilistic model for fatigue damage accumulation used to update the structural reliability. The updated reliability can be used as input to optimize decision models for operation and maintenance of existing structures and design of new structures. The framework is exemplified based on two numerical case studies with a representative offshore wind turbine and information acquired from previously established digital twins. In this context, the effect of updating soil stiffness and wave loading, which constitute two highly uncertain and sensitive parameters, is investigated. It is found that updating the soil stiffness significantly affects the reliability of the joints close to the mudline, while updating the wave loading significantly affects the reliability of the joints localized in the splash zone. The increased uncertainty related to virtual sensing, which is employed to update wave loading, reduces structural reliability.https://www.mdpi.com/1996-1073/14/18/5859offshore wind substructuresreliability updatingprobabilistic fatigue assessmentdigital twinsuncertainty quantification
collection DOAJ
language English
format Article
sources DOAJ
author Dawid Augustyn
Martin D. Ulriksen
John D. Sørensen
spellingShingle Dawid Augustyn
Martin D. Ulriksen
John D. Sørensen
Reliability Updating of Offshore Wind Substructures by Use of Digital Twin Information
Energies
offshore wind substructures
reliability updating
probabilistic fatigue assessment
digital twins
uncertainty quantification
author_facet Dawid Augustyn
Martin D. Ulriksen
John D. Sørensen
author_sort Dawid Augustyn
title Reliability Updating of Offshore Wind Substructures by Use of Digital Twin Information
title_short Reliability Updating of Offshore Wind Substructures by Use of Digital Twin Information
title_full Reliability Updating of Offshore Wind Substructures by Use of Digital Twin Information
title_fullStr Reliability Updating of Offshore Wind Substructures by Use of Digital Twin Information
title_full_unstemmed Reliability Updating of Offshore Wind Substructures by Use of Digital Twin Information
title_sort reliability updating of offshore wind substructures by use of digital twin information
publisher MDPI AG
series Energies
issn 1996-1073
publishDate 2021-09-01
description This paper presents a probabilistic framework for updating the structural reliability of offshore wind turbine substructures based on digital twin information. In particular, the information obtained from digital twins is used to quantify and update the uncertainties associated with the structural dynamics and load modeling parameters in fatigue damage accumulation. The updated uncertainties are included in a probabilistic model for fatigue damage accumulation used to update the structural reliability. The updated reliability can be used as input to optimize decision models for operation and maintenance of existing structures and design of new structures. The framework is exemplified based on two numerical case studies with a representative offshore wind turbine and information acquired from previously established digital twins. In this context, the effect of updating soil stiffness and wave loading, which constitute two highly uncertain and sensitive parameters, is investigated. It is found that updating the soil stiffness significantly affects the reliability of the joints close to the mudline, while updating the wave loading significantly affects the reliability of the joints localized in the splash zone. The increased uncertainty related to virtual sensing, which is employed to update wave loading, reduces structural reliability.
topic offshore wind substructures
reliability updating
probabilistic fatigue assessment
digital twins
uncertainty quantification
url https://www.mdpi.com/1996-1073/14/18/5859
work_keys_str_mv AT dawidaugustyn reliabilityupdatingofoffshorewindsubstructuresbyuseofdigitaltwininformation
AT martindulriksen reliabilityupdatingofoffshorewindsubstructuresbyuseofdigitaltwininformation
AT johndsørensen reliabilityupdatingofoffshorewindsubstructuresbyuseofdigitaltwininformation
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