Case Studies
Sep 30, 2024

Data-Driven Fatigue Reliability Evaluation of Offshore Wind Turbines under Floating Ice Loading

Publication: Journal of Structural Engineering
Volume 150, Issue 12

Abstract

Floating ice loading is a severe natural hazard for offshore wind turbines (OWTs) operating in cold sea regions. The long-term ice-induced vibration resulting from winter drift ice presents a significant threat to the fatigue reliability of OWTs. Machine learning not only exhibits robust data-driven capabilities but also efficiently handles complex relationships among multiple factors. Through effective learning and utilization of diverse features, a comprehensive assessment of the fatigue reliability of structures becomes achievable, consequently resulting in increased efficiency, accuracy, and adaptability of the assessment. This study conducts ice-induced vibration simulations on a 5-MW monopile OWT. Employing orthogonal experimental methods, the study investigates the influence of three critical ice parameters, i.e., ice thickness, ice velocity, and ice crushing strength, on the fatigue damage caused by ice loading on OWTs. Additionally, it explores the effects of ice loading exceedance probability on extreme fatigue damage values of OWTs under combined ice and wind loadings. Furthermore, a surrogate model based on support vector machine (SVM) is developed to effectively capture the intricate mapping relationship between fatigue damage and various random environmental parameters. By conducting a comprehensive evaluation that considers the probabilistic characteristics of ice loading, wind loading, and the S-N curve, this study assesses the fatigue reliability under combined ice and wind. Moreover, this study analyzes the impact of operational duration during winter drift ice on the fatigue reliability index of OWTs. The findings of this study can provide a theoretical basis for devising operational strategies for OWTs operating in icy sea regions.

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Data Availability Statement

All data, models, or code generated or used during this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was financially supported by the National Natural Science Foundation of China (Grant Nos. 52201313 and 52478498) and the Fundamental Research Funds for the Central Universities [Grant Nos. DUT22RC(3)091 and DUT23RC(3)020].

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 12December 2024

History

Received: Nov 21, 2023
Accepted: Jul 15, 2024
Published online: Sep 30, 2024
Published in print: Dec 1, 2024
Discussion open until: Feb 28, 2025

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Associate Professor, State Key Laboratory of Coastal and Offshore Engineering, School of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China. Email: [email protected]
Haorong Yang [email protected]
Engineer, China Road and Bridge Corporation, No. 88, Andingmenwai St., Beijing 100011, China. Email: [email protected]
Associate Professor, School of Civil Engineering, Central South Univ., Changsha 410083, China. Email: [email protected]
Cheng Zhang [email protected]
Associate Professor, School of Marine Science and Engineering, South China Univ. of Technology, Guangzhou 511400, China. Email: [email protected]
Professor, School of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author). ORCID: https://orcid.org/0000-0001-6872-7482. Email: [email protected]

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