Structural integrity assessment of an offshore platform using RB-FEA

Purpose The paper aims to analyze the structural integrity of an existing offshore platform located in the Northern Adriatic Sea, followed by the topside decommissioning and the re-utilization of the jacket as a wind turbine support. The structural integrity assessment against the in-place and the long-term actions is accomplished by using a reduced basis finite element method (RB-FEA) software program assessing the capability of the jacket to be used as a support for wind turbines at the end of its life cycle as oil and gas (O&G) platform. Design/methodology/approach The project starts by modeling the jacket, and subsequently, the structural analyses for the in-place loads in operative and extreme conditions are performed. Then, the fatigue analysis is carried out in order to define the cumulative damage necessary to evaluate the possibility to use the jacket as a wind turbine support. Findings The results show that the jacket, at the end of the service life as O&G platform, is able to withstand the loads produced by the installation of the wind turbine since the analyses are satisfied even with the conservative approach used which overestimates the thickness loss assuming a linear increasing value during the service life. Research limitations/implications Because of the chosen approach, the study presents some limitations, especially concerning the real state of the platform which has been defined considering the thickness loss only. Additionally, a 1D model was used to perform the analyses, and hence, a 3D model could help in evaluating the critical points with higher precision. Practical implications The assessment of the structure could be improved by modeling a digital twin of the asset allowing a real-time monitoring which, however, involves a huge amount of data to be processed, so a suitable simulation technology must be used. Originality/value The RB-FEA proposed by Akselos is suitable to perform the analyses speeding up the processing of the data even in real time.

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Publication Details

Journal
International Journal of Structural Integrity
Published
2024-08-20
DOI
https://doi.org/10.1108/ijsi-10-2023-0099
Citations
3
Primary Topic
Structural Integrity and Reliability Analysis
Type
article
Field-Weighted Citation Impact
0.64
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article

Structural integrity assessment of an offshore platform using RB-FEA

Nicholas Fantuzzi, Graziano Lonardi, Raimondo Luciano, Felice Di Nicola
3 citations
International Journal of Structural Integrity
Structural Integrity and Reliability Analysis
0.64
article

Structural integrity assessment of an offshore platform using RB-FEA

Nicholas Fantuzzi, Graziano Lonardi, Raimondo Luciano, Felice Di Nicola
article en
3 citations

Abstract

Purpose The paper aims to analyze the structural integrity of an existing offshore platform located in the Northern Adriatic Sea, followed by the topside decommissioning and the re-utilization of the jacket as a wind turbine support. The structural integrity assessment against the in-place and the long-term actions is accomplished by using a reduced basis finite element method (RB-FEA) software program assessing the capability of the jacket to be used as a support for wind turbines at the end of its life cycle as oil and gas (O&G) platform. Design/methodology/approach The project starts by modeling the jacket, and subsequently, the structural analyses for the in-place loads in operative and extreme conditions are performed. Then, the fatigue analysis is carried out in order to define the cumulative damage necessary to evaluate the possibility to use the jacket as a wind turbine support. Findings The results show that the jacket, at the end of the service life as O&G platform, is able to withstand the loads produced by the installation of the wind turbine since the analyses are satisfied even with the conservative approach used which overestimates the thickness loss assuming a linear increasing value during the service life. Research limitations/implications Because of the chosen approach, the study presents some limitations, especially concerning the real state of the platform which has been defined considering the thickness loss only. Additionally, a 1D model was used to perform the analyses, and hence, a 3D model could help in evaluating the critical points with higher precision. Practical implications The assessment of the structure could be improved by modeling a digital twin of the asset allowing a real-time monitoring which, however, involves a huge amount of data to be processed, so a suitable simulation technology must be used. Originality/value The RB-FEA proposed by Akselos is suitable to perform the analyses speeding up the processing of the data even in real time.

International Journal of Structural Integrity
Parthenope University of Naples (IT), University of Bologna (IT)
Openalex Percentile: Top 36%
Structural Integrity and Reliability Analysis
0.64
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