FRP在桥梁结构中的应用与发展
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摘要
简要阐述了FRP复合材料应用于桥梁结构中的重要意义及现状,总结了国内外关于FRP的制作工艺、锚具、预应力技术、混杂技术、组合桥面板的最新研究成果和工程应用情况,重点探讨了FRP组合桥面板的结构形式及连接技术,对组合FRP复合材料在桥梁结构中的应用前景做了展望。
The application ideas and present situation of Fiber Reinforced Polymer/Plastic(FRP) composites in bridge structures are presented,and the newest research works about manufacture process,anchors,prestressing technology,hybrid technology,composite deck and application in engineering are summarized.It is emphasized on discussing the structure forms and joining technique of FRP composite decks.In addition,their development prospects and tendency are briefly analyzed.
The application ideas and present situation of Fiber Reinforced Polymer/Plastic(FRP) composites in bridge structures are presented,and the newest research works about manufacture process,anchors,prestressing technology,hybrid technology,composite deck and application in engineering are summarized.It is emphasized on discussing the structure forms and joining technique of FRP composite decks.In addition,their development prospects and tendency are briefly analyzed.
引文
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[18]冯鹏,叶列平.GFRP空心板静载试验研究及分析[J].工业建筑,2004,34(4).
[19]Srinivas Aluri,Chandrashekar Jinka,Hota V SGangaRao.Dynamic response of three fiberreinforced polymer composite bridges[J].Journal ofbridge engineering,2005,10(6).
[20]Yihong He,Amjad J Aref.An optimization designprocedure for fiber reinforced polymer web coresandwich bridge deck systems[J].CompositeStructures,2003,60(2).
[21]Julio F Davalos,Pizhong Qiao,X Frank Xu 20f.Modeling and characterization of fiber reinforcedplastic honeycomb sandwich panels for highwaybridge applications[J].Composite Structures,2001,52(3-4).
[22]Prakash Kumar,K Chandrashekhara,AntonioNanni.Structural performance of a FRP bridge deck[J].Construction and Building Materials,2004,18(1).
[23]Amjad J Aref,Sreenivas Alampalli,Yihong He.Performance of a fiber reinforced polymer web coreskew bridge superstructure.Part:field testing andfinite element simulations[J].Composite Structures,2005,69(4).
[24]Amjad J Aref,Sreenivas Alampalli,Yihong He.Performance of a fiber reinforced polymer web coreskew bridge superstructure.Part:failure modesand parametric study[J].Composite Structures,2005,69(4).
[25]Hakan Nordin,Bjoern Taeljsten.Testing of hybridFRP composite beams in bending[J].Composites,B:Engineering,2004,35B(1).
[26]刘玉擎,陈艾荣.FRP材料组合结构桥梁的新技术[J].世界桥梁,2005,(2).
[27]叶列平,冯鹏.FRP在工程结构中的应用与发展[J].土木工程学报,2006,39(3).
[28]汤国栋,汤羽,冯广占.中国GFRP/COM桥梁的研究与实践[J].成都科技大学学报,1995,87(6).
[2]朱梦君,刘宏伟.纤维增强复合材料(FRP)的研究与应用[J].淮海工程学院学报,2002,11(3).
[3]张金强.FRP材料在桥梁工程中的应用前景展望[J].石家庄铁路工程职业技术学院学报,2003,2(3).
[4]Raafat El-Hacha.Strengthening Concrete Beams withExternally Prestressed Carbon Fiber CompositeCables[C].FRPRC-5,Thomas Telford London,2001.
[5]Houssam Toutany.Performance of Concrete BeamsPrestressed with Aramid Fiber-Reinforced Polymertendons[J].Composite Structures,1999,44.
[6]Raafat EI-Hacha,R Gordon Wight,Mark FGreen.Innovative system for prestressing fiber-reinforced polymer sheets[J].ACI StructuralJournal,2003,100(3).
[7]张建伟.混凝土结构中预应力AFRP片材加固技术研究[R].北京工业大学,2006.
[8]Janet M Lees.Experimental Study of Influence ofBond on Flexural Behavior of Concrete BeamsPretensioned with Aramid Fiber Reinforced Plastics[J].ACI Structural Journal,1999,96(3).
[9]张建伟,邓宗才,杜修力.预应力FRP在混凝土结构中的应用研究与发展[J].世界地震工程,2006,22(1).
[10]邓宗才,杜修力,裴杰.预应力FRP板加固混凝土结构研究进展[J].建筑技术开发,2005,(3).
[11]李建辉,邓宗才.HFRP复合材料及其加固混凝土结构性能[J].玻璃钢/复合材料,2006,(4).
[12]Zhishen Wu,Hedong Niu.Recent developments inFRP strengthening techniques[A].第三届全国FRP学术交流会论文集[C].2004.
[13]熊光晶,蒋小青,等.高强玻璃纤维布碳纤维布混杂加固混凝土梁柱的试验研究[J].工业建筑,2001,33(9).
[14]姜浩,熊光晶.碳纤维/玻璃纤维复合加固混凝土柱的抗压性能研究[J].汕头大学学报,2001,16(1).
[15]Jianchun Li,Bijian Samali,Lin Ye,et.Behaviour ofconcrete beam-column connections reinforced withhybrid FRP sheet[J].Composites Structures,2002,57(1-4).
[16]Ki-Tae Park,Sang-Hyo Kim,et.Pilot test on adeveloped GFRP bridge deck[J].CompositeStructures,2005,70(1).
[17]Arvid Hejll,Bjoern Taeljsten,et.Large scale hybridFRP composite girders for use in bridge structures-theory,test and field application[J].Composites,B:Engineering,2005,36B(8).
[18]冯鹏,叶列平.GFRP空心板静载试验研究及分析[J].工业建筑,2004,34(4).
[19]Srinivas Aluri,Chandrashekar Jinka,Hota V SGangaRao.Dynamic response of three fiberreinforced polymer composite bridges[J].Journal ofbridge engineering,2005,10(6).
[20]Yihong He,Amjad J Aref.An optimization designprocedure for fiber reinforced polymer web coresandwich bridge deck systems[J].CompositeStructures,2003,60(2).
[21]Julio F Davalos,Pizhong Qiao,X Frank Xu 20f.Modeling and characterization of fiber reinforcedplastic honeycomb sandwich panels for highwaybridge applications[J].Composite Structures,2001,52(3-4).
[22]Prakash Kumar,K Chandrashekhara,AntonioNanni.Structural performance of a FRP bridge deck[J].Construction and Building Materials,2004,18(1).
[23]Amjad J Aref,Sreenivas Alampalli,Yihong He.Performance of a fiber reinforced polymer web coreskew bridge superstructure.Part:field testing andfinite element simulations[J].Composite Structures,2005,69(4).
[24]Amjad J Aref,Sreenivas Alampalli,Yihong He.Performance of a fiber reinforced polymer web coreskew bridge superstructure.Part:failure modesand parametric study[J].Composite Structures,2005,69(4).
[25]Hakan Nordin,Bjoern Taeljsten.Testing of hybridFRP composite beams in bending[J].Composites,B:Engineering,2004,35B(1).
[26]刘玉擎,陈艾荣.FRP材料组合结构桥梁的新技术[J].世界桥梁,2005,(2).
[27]叶列平,冯鹏.FRP在工程结构中的应用与发展[J].土木工程学报,2006,39(3).
[28]汤国栋,汤羽,冯广占.中国GFRP/COM桥梁的研究与实践[J].成都科技大学学报,1995,87(6).
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