Article(id=1314908182904930766, tenantId=1146029695717560320, journalId=1235980550691926019, issueId=1314907935172551117, articleNumber=null, orderNo=null, doi=10.3969/j.issn.0253-6099.2026.03.014, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1775491200000, receivedDateStr=2026-04-07, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1791428140617, onlineDateStr=2026-10-08, pubDate=null, pubDateStr=null, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1791428140617, onlineIssueDateStr=2026-10-08, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1791428140617, creator=13701087609, updateTime=1791428140617, 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=111, endPage=116, ext={EN=ArticleExt(id=1314908183332749777, articleId=1314908182904930766, tenantId=1146029695717560320, journalId=1235980550691926019, language=EN, title=Design of Wave Compensation Hoisting Device Test Bench, 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=

To investigate the heave compensation capability of a wave compensation hoisting device, a simulation test bench for the hoisting device was built by using an ordinary hydraulic cylinder and an ordinary accumulator to replace dedicated compensation cylinders and accumulator, and a simulation model was then established based on AMESim. Experiments and simulations were performed to compare the compensation rate and energy consumption of the hoisting device under passive, semi-active and active compensation modes. In the passive compensation mode, the simulated compensation rate was 14.64% and the experimental value was 13.51%; in the semi-active compensation mode, the simulated compensation rate was 91.01% and the experimental value was 89.80%; the simulated compensation rate reaches 94.44% under the active compensation mode. Both simulation and experimental data prove that this alternative scheme can deliver high compensation rate with low energy consumption. It is regarded as a low-cost and efficient solution for testing wave compensation hoisting device, providing a verification platform for subsequent design and optimization of wave compensation hoisting device.

, authors=Tibing XIAO, Wenjie CHEN, Haidong CAI, authorsList=Tibing XIAO, Wenjie CHEN, Haidong CAI, 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=1314908183831871954, articleId=1314908182904930766, tenantId=1146029695717560320, journalId=1235980550691926019, language=CN, title=波浪补偿吊具模拟实验台的设计, 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=

为研究波浪补偿吊具的升沉补偿能力，采用常规油缸和常规蓄能器替代结构复杂且昂贵的专用补偿缸和专用蓄能缸，搭建了波浪补偿吊具的模拟实验台，并基于AMESim建立了该模拟实验台的仿真模型，通过实验和仿真对吊具在被动、半主动和主动3种补偿模式下的补偿率与能耗进行了对比研究。结果表明，被动补偿模式下，仿真补偿率为14.64%，实验补偿率为13.51%；半主动补偿模式下，仿真补偿率为91.01%，实验补偿率为89.80%；主动补偿模式下，仿真补偿率为94.44%。仿真结果与实验数据表明，该替代方案在实现高补偿率的同时能耗低，是一种低成本、高效的波浪补偿吊具模拟实验方案，为后续波浪补偿吊具设计与优化提供了验证平台。

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肖体兵（1975—），男，湖南邵阳人，博士，副教授，主要从事机电液工程的节能设计、建模、仿真与智能控制方面的研究和工作。E-mail: xiaotb75@gdut.edu.cn

"}, bioImg=null, bioContent=

肖体兵（1975—），男，湖南邵阳人，博士，副教授，主要从事机电液工程的节能设计、建模、仿真与智能控制方面的研究和工作。E-mail: xiaotb75@gdut.edu.cn

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