优先出版

• Article(id=1159831169997004914, tenantId=1045748351789510663, journalId=1155139928190095384, issueId=0, articleNumber=null, orderNo=0, doi=10.1016/J.ENG.2017.02.009, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=2, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=null, receivedDateStr=null, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1490112000000, onlineDateStr=2017-03-22, pubDate=null, pubDateStr=null, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=null, onlineIssueDateStr=null, onlineJustAcceptDate=1490112000000, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1754454899548, creator=sys-migrate, updateTime=1754454899548, updator=sys-migrate, issue=null, startPage=0, endPage=, ext={EN=ArticleExt(id=1159831174665265275, articleId=1159831169997004914, tenantId=1045748351789510663, journalId=1155139928190095384, language=EN, title=A Framework of Simulation and Optimization of Polymerization Processes with Molecular Weight Distributions: The State of the Art and Future Directions, columnId=null, journalTitle=Engineering, columnName=null, runingTitle=null, highlight=null, articleAbstract=null, authors=Xi Chen, Zhijiang Shao, Xueping Gu, Lianfang Feng, Lorenz T. Biegler, authorsList=Xi Chen, Zhijiang Shao, Xueping Gu, Lianfang Feng, Lorenz T. Biegler, authorCompany=null, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=I4DNXJRJ8pWeqpWx/Ec2eA==, pdfFileSize=1399262, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null)}, authors=[], keywords=null, refs=null, funds=null, companyList=null, figs=null, attaches=null, journal=null, detailUrlCn=null, detailUrlEn=null, pdfUrlCn=null, pdfUrlEn=null, aliStartDate=null, aliEndDate=null, collectionFlag=false, citedCount=null, citedUrl=null, previewStatus=0, delFlag=0) A Framework of Simulation and Optimization of Polymerization Processes with Molecular Weight Distributions: The State of the Art and Future Directions

  https://doi.org/10.1016/J.ENG.2017.02.009
• Article(id=1159966365635371916, tenantId=1045748351789510663, journalId=1155139928190095384, issueId=0, articleNumber=null, orderNo=null, doi=10.1016/j.eng.2022.02.005, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=2, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=null, receivedDateStr=null, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1718294400000, onlineDateStr=2024-06-14, pubDate=null, pubDateStr=null, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=null, onlineIssueDateStr=null, onlineJustAcceptDate=1718294400000, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1754487132698, creator=sys-migrate, updateTime=1754487132698, updator=sys-migrate, issue=null, startPage=0, endPage=0, ext={EN=ArticleExt(id=1159966376267932572, articleId=1159966365635371916, tenantId=1045748351789510663, journalId=1155139928190095384, language=EN, title=Corrigendum to “Research on DC protection strategy in multi-terminal hybrid HVDC system”, columnId=1159825457464009187, journalTitle=Engineering, columnName=Research, runingTitle=null, highlight=null, articleAbstract=

  Available online 25 February 2022Corrigendum to “Research on DC protection strategy in multi-terminal hybrid HVDC system”© 2022 THE AUTHORS.Published by Elsevier LTD on behalf of Chinese Academy of Engineering and Higher Education Press Limited Company

  , authors=Yuping Zheng ^a,c, Jiawei He ^b,⁎, Bin Li ^b,⁎, Tonghua Wu ^a,c,⁎, Wei Dai ^a, Ye Li ^b, authorsList=Yuping Zheng,Jiawei He,Bin Li,Tonghua Wu,Wei Dai,Ye Li, authorCompany=

  ^a State Key Laboratory of Smart Grid Protection and Control, Nari Group Corporation, Nanjing 211106, China
  ^b Key Laboratory of Smart Grid of Ministry of Education, Tianjin University, Tianjin 300072, China
  ^c College of Energy and Electrical Engineering, Hohai University, Nanjing 210098, China

  , 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)}, authors=[], keywords=null, refs=null, funds=null, companyList=null, figs=null, attaches=null, journal=null, detailUrlCn=null, detailUrlEn=null, pdfUrlCn=null, pdfUrlEn=null, aliStartDate=null, aliEndDate=null, collectionFlag=false, citedCount=null, citedUrl=null, previewStatus=0, delFlag=0) Corrigendum to “Research on DC protection strategy in multi-terminal hybrid HVDC system”

  https://doi.org/10.1016/j.eng.2022.02.005
• Article(id=1159985534212826020, tenantId=1045748351789510663, journalId=1155139928190095384, issueId=0, articleNumber=null, orderNo=null, doi=10.1016/j.eng.2024.08.002, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=2, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1731859200000, receivedDateStr=2024-11-18, revisedDate=1715616000000, revisedDateStr=2024-05-14, acceptedDate=null, acceptedDateStr=null, onlineDate=1723392000000, onlineDateStr=2024-08-12, pubDate=null, pubDateStr=null, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=null, onlineIssueDateStr=null, onlineJustAcceptDate=1731859200000, onlineJustAcceptDateStr=null, onlineFirstDate=1723392000000, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1754491702845, creator=sys-migrate, updateTime=1754491702845, updator=sys-migrate, issue=null, startPage=0, endPage=null, ext={EN=ArticleExt(id=1159985539841582009, articleId=1159985534212826020, tenantId=1045748351789510663, journalId=1155139928190095384, language=EN, title=Analysis-oriented stress–strain models for ultra-high-performance concrete confined with fiber-reinforced polymer, columnId=1159825457464009187, journalTitle=Engineering, columnName=Research, runingTitle=null, highlight=null, articleAbstract=The use of fiber-reinforced polymer (FRP) jackets or tubes as confining devices can significantly improve the compressive performance of ultra-high-performance concrete (UHPC). For FRP-confined UHPC, an analysis-oriented stress–strain model is essential for a comprehensive understanding of its compressive behavior and the development of design models. Although several analysis-oriented stress–strain models have been developed for FRP-confined normal-strength concrete (NSC), such models for FRP-confined UHPC are still lacking. In this study, an experiment is conducted to investigate the failure mechanism of UHPC confined with FRP under concentric compression, and the stress–strain behavior of the FRP-confined UHPC is analyzed using the stress–strain models of actively-confined UHPC. Results showed that the stress-path-independency assumption, which has been proven to apply to FRP-confined NSC, was inapplicable to FRP-confined UHPC. By modifying the confining pressure to consider the influence of stress-path dependency, an analysis-oriented model was proposed. The proposed model was verified using a collected test database. The results show that the proposed model accurately predicted the stress–strain behavior of FRP-confined UHPC., authors=S.S. Zhang ^a,b,⁎, J.J. Wang ^a, Guan Lin ^c, X.F. Nie ^a, authorsList=S.S. Zhang,J.J. Wang,Guan Lin,X.F. Nie, authorCompany=

  ^a School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan 430074, China
  ^b National Center of Technology Innovation for Digital Construction, Huazhong University of Science and Technology, Wuhan 430074, China
  ^c Department of Ocean Science and Engineering, Southern University of Science and Technology, Shenzhen 518055, China
  

  , 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), CN=ArticleExt(id=1159985536997843891, articleId=1159985534212826020, tenantId=1045748351789510663, journalId=1155139928190095384, language=CN, title=Analysis-oriented stress–strain models for ultra-high-performance concrete confined with fiber-reinforced polymer, columnId=1159825452397289951, journalTitle=Engineering, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=The use of fiber-reinforced polymer (FRP) jackets or tubes as confining devices can significantly improve the compressive performance of ultra-high-performance concrete (UHPC). For FRP-confined UHPC, an analysis-oriented stress–strain model is essential for a comprehensive understanding of its compressive behavior and the development of design models. Although several analysis-oriented stress–strain models have been developed for FRP-confined normal-strength concrete (NSC), such models for FRP-confined UHPC are still lacking. In this study, an experiment is conducted to investigate the failure mechanism of UHPC confined with FRP under concentric compression, and the stress–strain behavior of the FRP-confined UHPC is analyzed using the stress–strain models of actively-confined UHPC. Results showed that the stress-path-independency assumption, which has been proven to apply to FRP-confined NSC, was inapplicable to FRP-confined UHPC. By modifying the confining pressure to consider the influence of stress-path dependency, an analysis-oriented model was proposed. The proposed model was verified using a collected test database. The results show that the proposed model accurately predicted the stress–strain behavior of FRP-confined UHPC., authors=S.S. Zhang ^a,b,⁎, J.J. Wang ^a, Guan Lin ^c, X.F. Nie ^a, authorsList=S.S. Zhang,J.J. Wang,Guan Lin,X.F. Nie, authorCompany=

  ^a School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan 430074, China
  ^b National Center of Technology Innovation for Digital Construction, Huazhong University of Science and Technology, Wuhan 430074, China
  ^c Department of Ocean Science and Engineering, Southern University of Science and Technology, Shenzhen 518055, China
  

  , 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)}, authors=[], keywords=null, refs=null, funds=null, companyList=null, figs=null, attaches=null, journal=null, detailUrlCn=null, detailUrlEn=null, pdfUrlCn=null, pdfUrlEn=null, aliStartDate=null, aliEndDate=null, collectionFlag=false, citedCount=null, citedUrl=null, previewStatus=0, delFlag=0) Analysis-oriented stress–strain models for ultra-high-performance concrete confined with fiber-reinforced polymer

  https://doi.org/10.1016/j.eng.2024.08.002

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