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新型混合锚固技术与单粘结锚固技术对比分析研究
引用本文:艾军,李厚海,潘建伍.新型混合锚固技术与单粘结锚固技术对比分析研究[J].特种结构,2011,28(1):112-114,109.
作者姓名:艾军  李厚海  潘建伍
作者单位:南京航空航天大学土木系,210016;城市与建筑遗产保护教育部重点实验室,南京,210016
基金项目:东南大学"城市与建筑遗产保护教育部重点实验室"开放研究课题
摘    要:本文提出一种新型的FRP片材粘结锚固技术,即基于摩擦-胶接机理的混杂锚固技术(Friction-Adhesion based Hybrid Bond Technique,简称FAHB粘结锚固技术),并将其与单粘结锚固技术进行对比。结果表明:该新型锚固技术可以显著地提高粘结层的粘结承载力,采用该混杂锚固技术的混凝土试件的界面受力性能要优于单粘结锚固技术。

关 键 词:基于摩擦-胶接机理的混合锚固技术(FAHB)  纤维增强复合材料(FRP)  加固

Contrast Analysis between Friction-Adhesion based Hybrid Bond Technique and Ordinary Bond Technique
AiJun,Li Houhai,Pan Jianwu.Contrast Analysis between Friction-Adhesion based Hybrid Bond Technique and Ordinary Bond Technique[J].Special Structures,2011,28(1):112-114,109.
Authors:AiJun  Li Houhai  Pan Jianwu
Affiliation:AiJun Li Houhai Pan Jianwu (1.Department of Civil Engineering,Nanjing University of Aeronautics and Astronautics,210016,2.Key Laboratory of Urban and Architectural Heritage Conservation of Ministry of Education,Southeast University,Nanjing 210016)
Abstract:A new type of FRP bond technology technique which based on the Friction-adhesion based hybrid bond technique was studied in this paper.Then a contrast was made with the ordinary bond technique.The results show that this hybrid bond technique are possible obviously to enhance the bonding capacity on the tack coat and bond behavior of the FAHB technique are better than of the externally bonded technique.
Keywords:Friction-adhesion based hybrid bond technique  Fiber reinforced polymer  Strengthening  
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