期四第年材建海术技其及品制凝混P47息信闻新沿前技科UHPC-NC界面连接性能研究进展周阳,陈斌,罗宇(湖南工业大学土木工程学院,湖南株洲1412007)摘要:通过对国内外超高性能混凝土-普通混凝土(UHPC-NC)界面试验和相关数值模拟研究进程的系统梳理和总结,阐述了探究UHPC-NC界面连接性能的试验方法及界面破坏模式;对比分析了UH-PC-NC界面连接性能的影响因素;综合当前的数值模拟案例,分析了数值模拟成功的关键因素。结果表明:UHPC与普通水泥基材料连接性能可靠,2种材料的组合构件在整体性上甚至超过一部分普通混凝土结构;影响UHPC-NC界面连接性能的主要因素是材料表面的粗糙度,在一定范围内,粗糙度越高,两者的连接越可靠;超高性能混凝土在实际工程中的应用具有良好的推广性。关键词:超高性能混凝土;界面连接;加固;综述中图分类号:TU528文献标志码:A文章编号:1006-1177(2023)04-47-53doi:10.3969/j.issn.1006-1177.2023.04.010ResearchProgressonInterfaceConnectionPerformanceofUHPC-NCZhouYang,ChenBin,LuoYu(CivilEngineeringCollege,HunanUniversityofTechnology,Zhuzhou412007,China)Abstract:Ultra-highperformanceconcrete(UHPC),anewtypeofdurablecement-basedcompositematerial,hasthecharacteristicsofhightoughnessandstrength.Itiswidelyusedtostrengthendamagedordinaryconcrete(NC).ThereliableconnectionbetweentheinterfaceisthekeytoallowingtheworkbetweentheUHPCandtheNC.Theim-provementoftheconnectionperformancebetweenUHPCandNChasalsodrivenalargenumberofstudies.Bysystemati-callycombingandsummarizingtheresearchoftheUHPC-NCinterfacetestandrelatednumericalsimulationdomesti-callyandabroad,thispaperexpoundedatestmethodandinterfacefailuremodetoexploretheperformanceoftheUHPC-NCinterfaceconnection.IthascomparedandanalyzedtheinfluencefactorsofUHPC-NCinterfaceconnectionperformance,andthenstudiedthekeyfactorsofsuccessfulnumericalsimulationusingthecurrentnumericalsimula-tioncases.Theresearchresultsshowthat:theconnectionperformancebetweenUHPCandordinarycement-basedmate-rialsisreliable;theintegrityofthecompositemembersofthetwomaterialsismoreeventhanthatofsomeordi-naryconcretestructures;themainfactoraffectingtheinterfaceconnectionperformanceofUHPC-NC...