Article(id=1314908105771680758, tenantId=1146029695717560320, journalId=1235980550691926019, issueId=1314907935172551117, articleNumber=null, orderNo=null, doi=10.3969/j.issn.0253-6099.2026.03.008, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1764864000000, receivedDateStr=2025-12-05, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1791428122226, onlineDateStr=2026-10-08, pubDate=null, pubDateStr=null, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1791428122226, onlineIssueDateStr=2026-10-08, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1791428122226, creator=13701087609, updateTime=1791428122226, updator=13701087609, issue=Issue{id=1314907935172551117, tenantId=1146029695717560320, journalId=1235980550691926019, year='2026', volume='46', issue='3', pageStart='1', pageEnd='297', issueExtLink='null', onlineDate='null', pubDate='1780243200000', pubDateStr='2026-06-01', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1791428081553, creator='13701087609', updateTime=1791430444568, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1314917846770082179, tenantId=1146029695717560320, journalId=1235980550691926019, issueId=1314907935172551117, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1314917846770082180, tenantId=1146029695717560320, journalId=1235980550691926019, issueId=1314907935172551117, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=68, endPage=74, ext={EN=ArticleExt(id=1314908105998173175, articleId=1314908105771680758, tenantId=1146029695717560320, journalId=1235980550691926019, language=EN, title=Dynamic Response Analysis of Fluid-Structure Interaction of Hard Riser in Dee-Sea Mining, columnId=1314908041200362409, journalTitle=Mining and Metallurgical Engineering, columnName=SPECIAL TOPIC ON BREAKTHROUGHS IN KEY TECHNOLOGIES AND COORDINATED DEVELOPMENT OF INDUSTRIAL CHAINS FOR DEEP-SEA MINERAL RESOURCE EXPLOITATION, runingTitle=null, highlight=null, articleAbstract=
In order to explore the motion and structural response of the hard riser for lifting in deep-sea mining under the combined effect of external marine environment and internal coarse-particle solid-liquid two-phase flow, a numerical model of two-way fluid-structure interaction between the internal and external fluids in the hard riser was established, and the displacement and stress characteristics of the riser were calculated. The numerical calculation results show that nodule size has minor effect on the maximum stress and maximum displacement of the hard riser. By contrast, conveying concentration and flow rate can significantly increase both parameters. In addition, compared with the working condition without vessel motion, the maximum stress of the riser can rise by 21.7%-52.1%, and the maximum displacement can increase by 182.1%-247.0% when vessel motion is taken into account, which indicates that vessel motion exerts a remarkable influence on the dynamic response of the hard riser.
, authors=Wei WANG
1, 2, Zhi SHUANG
1, 2, Hao ZHENG
1, 2, Shiping CHEN
1, 2, Zhuo WU
1, 2, authorsList=Wei WANG, Zhi SHUANG, Hao ZHENG, Shiping CHEN, Zhuo WU, 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=1314908106342106104, articleId=1314908105771680758, tenantId=1146029695717560320, journalId=1235980550691926019, language=CN, title=深海采矿提升硬管流固耦合动力响应分析, columnId=1314908041376523179, journalTitle=矿冶工程杂志, columnName=深海矿产资源开发关键技术突破与产业链协同发展专题, runingTitle=null, highlight=null, articleAbstract=
为研究深海采矿提升硬管外部海洋环境和管道内部粗颗粒固液两相流共同作用下硬管的运动和结构响应,建立了硬管内、外部流体-提升硬管双向流固耦合数值分析模型,并计算了提升硬管的位移和应力特性。数值计算结果表明,结核尺寸对提升硬管的最大应力和最大位移影响不大;输送浓度和输送速度对提升硬管的最大应力和最大位移均有明显增大的作用。此外,与无船舶运动工况相比,考虑船舶运动条件下提升硬管的最大应力增幅为21.7%~52.1%,最大位移增幅为182.1%~247.0%,表明船舶运动对硬管动力响应影响显著。
, authors=王伟
1, 2, 双志
1, 2, 郑皓
1, 2, 陈时平
1, 2, 吴卓
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王伟(1996—),男,湖南邵阳人,硕士,工程师,主要研究方向为深海采矿系统优化设计。E-mall:wangwei_hnsy@163.com
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王伟(1996—),男,湖南邵阳人,硕士,工程师,主要研究方向为深海采矿系统优化设计。E-mall:wangwei_hnsy@163.com
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1.长沙矿冶研究院有限责任公司,湖南 长沙 410012
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1.Changsha Research Institute of Mining and Metallurgy Co., Ltd., Changsha 410012, Hunan, China
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1.Changsha Research Institute of Mining and Metallurgy Co., Ltd., Changsha 410012, Hunan, China
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