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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Online Access: | https://www.mdpi.com/1996-1073/14/18/5859 |
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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 |
_version_ |
1717367133801807872 |