Wenjun Lu , Dongting Cai , Jinhui Li , Aiting Wang
{"title":"The role of shared suction anchors for mitigating cascading failure in floating offshore wind farms","authors":"Wenjun Lu , Dongting Cai , Jinhui Li , Aiting Wang","doi":"10.1016/j.compgeo.2025.107655","DOIUrl":null,"url":null,"abstract":"<div><div>Shared anchors offer significant potential for reducing mooring costs and enhancing floating wind competitiveness, yet industry adoption remains hindered by cascading failure risks in multi-anchor configurations. Critical research gaps persist regarding the initiation mechanisms, propagation dynamics, and mitigation strategies for such failures in shared-anchor floating wind farms. This study addresses these gaps through a novel systematic methodology that derives shared suction anchor loading conditions using inverted catenary theory. Contrary to conventional assumptions, the analysis reveals that multi-line suction anchors exhibit no mechanical superiority over conventional foundations. Instead, they demonstrate less rational force distribution and greater failure susceptibility under environmental loading. Following initial anchor failure, platform displacement in shared-anchor wind farm decreases by 80% relative to conventional floating wind farms using strengthened chains, but the peak tension rises to 1.25 times owing to the dynamic amplification effect. Although variations in soil capacity affect mooring chain inclination angles, 3-line anchors remain most prone to initial failure across all soil conditions. After the initial failure of adjacent anchors, the susceptibility to secondary failure of 3-line anchors markedly decreases in stiffer soils. To prevent cascading failures, suction anchor designs must satisfy dual safety criteria: withstand intact-system loads and accommodate post-initial-failure amplified secondary anchor loads.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"189 ","pages":"Article 107655"},"PeriodicalIF":6.2000,"publicationDate":"2025-10-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers and Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266352X25006044","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
引用次数: 0
Abstract
Shared anchors offer significant potential for reducing mooring costs and enhancing floating wind competitiveness, yet industry adoption remains hindered by cascading failure risks in multi-anchor configurations. Critical research gaps persist regarding the initiation mechanisms, propagation dynamics, and mitigation strategies for such failures in shared-anchor floating wind farms. This study addresses these gaps through a novel systematic methodology that derives shared suction anchor loading conditions using inverted catenary theory. Contrary to conventional assumptions, the analysis reveals that multi-line suction anchors exhibit no mechanical superiority over conventional foundations. Instead, they demonstrate less rational force distribution and greater failure susceptibility under environmental loading. Following initial anchor failure, platform displacement in shared-anchor wind farm decreases by 80% relative to conventional floating wind farms using strengthened chains, but the peak tension rises to 1.25 times owing to the dynamic amplification effect. Although variations in soil capacity affect mooring chain inclination angles, 3-line anchors remain most prone to initial failure across all soil conditions. After the initial failure of adjacent anchors, the susceptibility to secondary failure of 3-line anchors markedly decreases in stiffer soils. To prevent cascading failures, suction anchor designs must satisfy dual safety criteria: withstand intact-system loads and accommodate post-initial-failure amplified secondary anchor loads.
期刊介绍:
The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.