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碳纤维布在高桩码头加固中的应用 被引量:2

Application of carbon fiber cloth in reinforcement of high-pile wharf
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摘要 早期建设的高桩码头结构由于腐蚀、老化、过载、疲劳等原因导致损伤,影响码头的使用功能,针对这一问题进行了码头构件的加固研究。结合高桩码头加固实例,采用现场试验及数值模拟方法,通过加固前后混凝土构件挠度及应力变化,分析了粘贴碳纤维布对损伤构件的加固效果。结果表明,粘贴碳纤维布可有效降低混凝土构件的挠度及应力,对损伤构件有良好的加固效果。 The early high-pile wharf structure is damaged due to corrosion, aging, overload, fatigue and other reasons, which affect the function of the wharf. Regarding these problems, the reinforcement of wharf components is studied. Combined with the reinforcement example of high-pile wharf, by the field test and numerical simulation method, the reinforcement effects of carbon fibers cloth on damaged components are analyzed through the deflection and stress change of concrete components before and after reinforcement. The results show that sticking carbon fiber cloth can effectively reduce the deflection and stress of concrete components, and has a good reinforcement effect on damaged components, which can provide a reference for the repair of similar wharfs.The results show that CFRP can effectively reduce the deflection and stress of concrete members, and has a good reinforcement effect on damaged members.
作者 刘亚威 王丽娟 周云亮 孙涵 LIU Ya-wei;WANG Li-juan;ZHOU Yun-liang;SUN Han(CCCC(Tianjin)Eco-Environmental Protection Design & Research Institute Co.,Ltd.,Tianjin 300202,China)
出处 《水运工程》 北大核心 2023年第S02期118-122,共5页 Port & Waterway Engineering
关键词 高桩码头 碳纤维布 加固 数值模拟 high-pile wharf carbon fiber cloth reinforcement numerical simulation
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  • 1陆新征,谭壮,叶列平,江见鲸.FRP布-混凝土界面粘结性能的有限元分析[J].工程力学,2004,21(6):45-50. 被引量:52
  • 2Teng JG,Chen JF,Simth ST,Lam L.FRP-strengthened RC structures[M].UK:John Wiley & Sons,2002.
  • 3Chen JF,Teng JG.Anchorage strength models for FRP and steel plates bonded to concrete[J].Journal of Structural Engineering,ASCE,2001,127(7):784~791.
  • 4Chen JF,Yang ZJ,Holt GD.FRP or steel plateto-concrete bonded joints:effect of test methods on experimental bond strength[J].Steel and Composite Structures,2001,1(2):231~244.
  • 5Wong RSY,Vecchio FJ.Towards modeling of reinforced concrete members with externally bonded fiber-reinforced polymer composite[J].ACI Structural Journal.2003,100(1):47~55.
  • 6Wu ZS.Element-level study on stress transfer based on local bond properties[R].Technical Report of JCI Technical Committee on Retrofit Technology,2003.44~56.
  • 7Lu XZ,Teng JG,Ye LP,Jiang JJ.Bond-slip models for FRP sheet/plate-to-concrete interfaces[A].Proc.2nd International Conference of advanced polymer composites for structural applications in construction(ACIC2004)[C].Cambridge,England:Woodhead Publishing Limited,2004.152~161.
  • 8Bazant ZP,Planas J.Fracture and size effect in concrete and other quasibrittle materials[M].Boca Baton:CRC Press,1997.
  • 9Zhu WC,Teng JG,Tang CA.Mesomechanical model for concrete-Part I:Model development[J].Magazine of Concrete Research,2004,56(6):313~330.
  • 10Buyukozturk O.Nonlinear analysis of reinforced concrete structures[J].Computers and Structures,1977,7:149~156.

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