Article(id=1309639745462952408, tenantId=1146029695717560320, journalId=1146119893612605453, issueId=1309639744087229134, articleNumber=null, orderNo=null, doi=null, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1730390400000, receivedDateStr=2024-11-01, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1790172047247, onlineDateStr=2026-09-23, pubDate=1768838400000, pubDateStr=2026-01-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1790172047247, onlineIssueDateStr=2026-09-23, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1790172047247, creator=13701087609, updateTime=1790172047247, updator=13701087609, issue=Issue{id=1309639744087229134, tenantId=1146029695717560320, journalId=1146119893612605453, year='2026', volume='44', issue='1', pageStart='1', pageEnd='142', issueExtLink='null', onlineDate='null', pubDate='1768838400000', pubDateStr='2026-01-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=1, specialIssue=null, createTime=1790172046920, creator='13701087609', updateTime=1790231697005, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1309889934790590725, tenantId=1146029695717560320, journalId=1146119893612605453, issueId=1309639744087229134, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1309889934790590726, tenantId=1146029695717560320, journalId=1146119893612605453, issueId=1309639744087229134, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=41, endPage=51, ext={EN=ArticleExt(id=1309639745668473305, articleId=1309639745462952408, tenantId=1146029695717560320, journalId=1146119893612605453, language=EN, title=Research on the bearing performance of finned suction caisson foundation under fully three-dimensional loading, columnId=null, journalTitle=Renewable Energy Resources, columnName=null, runingTitle=null, highlight=null, articleAbstract=

As floating photovoltaic systems gradually extend into deeper waters, shared mooring anchoring systems have gained attention for their adaptability to complex marine environments. This study aims to investigate the bearing performance of finned suction caissons under non-coplanar combined loading conditions. Based on finite element software ABAQUS, the study examines the impact of different horizontal and moment load angles on the ultimate bearing capacity of finned suction caissons in homogeneous and normally consolidated soils, and explores the influence patterns of fully three -dimensional loading on bearing performance within the combined loading space. The results indicate that as θ_H and θ_M (θ_H and θ_M represent the loading angles of horizontal load and moment load, respectively.) increase from 0° to 45°, the ultimate horizontal and moment capacities of the four-fin suction caisson decrease, with a more pronounced reduction observed in homogeneous soils. Additional fins significantly expand the dimensionless failure envelope in V -H (vertical-horizontal load application), V -M (vertical-moment load application), V -T (vertical -torsional load application), T -H (torsional -horizontal load application), and T-M (torsional-moment load application) loading spaces. As θ_H and θ_M increase from 0° to 45°, the dimensionless failure envelope in V -H, V -M, T-H, and T-M loading spaces contracts inward. For non-coplanar H and M conditions, as increases from 0° to 90°, the H-M failure envelope expands outward in the first quadrant, and its symmetry increases as decreases. This study provides theoretical support for understanding the bearing performance of finned suction caissons under fully three-dimensional loading, aiding in the enhancement of design accuracy and structural safety.

, authors=Gang Li¹, Bo Liu¹, Ling Ma¹, Yangming Chen¹, Yue Yan², Ruizhe Xu², Dengfeng Fu³, authorsList=Gang Li, Bo Liu, Ling Ma, Yangming Chen, Yue Yan, Ruizhe Xu, Dengfeng Fu, authorCompany=null, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1309639745924325850, articleId=1309639745462952408, tenantId=1146029695717560320, journalId=1146119893612605453, language=CN, title=真三维荷载作用下翼片型吸力锚的承载性能研究, columnId=0, journalTitle=可再生能源, columnName=, runingTitle=null, highlight=null, articleAbstract=

随着漂浮式光伏系统逐步向深水海域发展，共享系泊锚固系统因其适应复杂海洋环境的优势备受关注，而吸力锚又是系泊锚固系统的基础。为了研究翼片型吸力锚在非共面复合荷载条件下的承载特性，文章基于有限元软件ABAQUS，分析了均质和非均质土中不同水平与弯矩荷载角度对极限承载力的影响，探讨了真三维加载模式对复合荷载空间内承载特性的影响规律。研究表明：随着水平、弯矩荷载的加载角度（θ_H, θ_M）从0°增加至45°，4翼片翼片型吸力锚的极限水平和弯矩承载力都降低，均质土中水平和弯矩承载力的下降更显著；额外的翼片显著地扩展了竖向-水平向荷载（V-H）作用、竖向-弯矩荷载（V-M）作用、竖向-扭矩荷载（V-T）作用、扭矩-水平向荷载（T-H）作用和扭矩-弯矩荷载（T-M）作用的无量纲化破坏包络面，θ_H，θ_M从0°增加至45°可使V-H，V-M，T-H和T-M的无量纲化破坏包络面向内收缩；对于H与M非共面的工况，当θ从0°增加到90°，H-M破坏包络面在第1象限向外扩张，H-M破坏包络面对称性随θ降低而增加。研究结果为翼片型吸力锚在真三维加载下的承载特性提供理论支持，助力提升设计精度与安全性。

, authors=李刚¹, 刘博¹, 马凌¹, 陈杨明¹, 闫玥², 徐睿哲², 付登锋³, authorsList=李刚, 刘博, 马凌, 陈杨明, 闫玥, 徐睿哲, 付登锋, authorCompany=null, correspAuthors=null, authorNote=, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=gmS2NOfAlGkhWkdxwwRxbw==, magXml=tMSpVSw7SGCAAYyKPr2myQ==, pdfUrl=null, pdf=UCU5DNiZ8W8bsAt0k4ZIuw==, pdfFileSize=2651920, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=9YfoqAYtwTea3DV+PDsmSw==, mapNumber=null, fund=null)}, authors=[Author(id=1309639746511528421, tenantId=1146029695717560320, journalId=1146119893612605453, articleId=1309639745462952408, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=gli@cpecc.net, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1309639746587025895, tenantId=1146029695717560320, journalId=1146119893612605453, articleId=1309639745462952408, authorId=1309639746511528421, language=EN, stringName=Gang Li, firstName=Gang, middleName=null, lastName=Li, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=^1.China Power Engineering Consulting Group Co., LTD., Beijing 100029, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1309639746649940456, tenantId=1146029695717560320, journalId=1146119893612605453, articleId=1309639745462952408, authorId=1309639746511528421, language=CN, stringName=李刚, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=^1．中国电力工程顾问集团有限公司，北京　100029, bio={"content":"

李刚（1975-），男，博士研究生，正高级工程师，主要从事能源电力、海洋新能源等方面的勘察设计、技术管理、项目管理和研究工作。E-mail: gli@cpecc.net

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李刚（1975-），男，博士研究生，正高级工程师，主要从事能源电力、海洋新能源等方面的勘察设计、技术管理、项目管理和研究工作。E-mail: gli@cpecc.net

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