FRP加固混凝土柱动力特性的研究进展
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摘要
从试验、理论和施工工艺三个方面,总结了国内外关于FRP加固混凝土柱动力特性的最新研究成果,分析了研究中存在的不足,探讨了今后研究中需要解决的若干关键问题。
The state-of-the-art on the study results of dynamic properties of RC columns strengthened with FRP at home and abroad in three aspects including experiments,theory and construction technique is presented and the defects in current research are analyzed.Finally,several key issues in the future are discussed.
The state-of-the-art on the study results of dynamic properties of RC columns strengthened with FRP at home and abroad in three aspects including experiments,theory and construction technique is presented and the defects in current research are analyzed.Finally,several key issues in the future are discussed.
引文
[1]王苏岩,韩克双.纤维增强复合材料(FRP)加固混凝土柱的性能研究进展[J].地震工程与工程振动,2004,24(1).
[2]于清,陶忠,高献.FRP约束混凝土柱抗震性能若干问题的探讨[J].地震工程与工程振动,2006,26(4).
[3]倪永军,朱唏,魏庆朝,等.纤维增强聚合物抗震加固混凝土柱研究综述[J].北方交通大学学报.2003,27(4).
[4]Priestley M J N,Seible F,Fyfe E.Column seismicretrofit using fiber galss/expoxy jackets[C].Proceedings of Advanced Composite Materials inBridges and Structures,Canada,1992.
[5]Matasuda R F,Sato H,Fujiwara H,et all.Effect ofcarbon fiber reinforcement as a strengthening measurefor reinforced concrete bridge concrete bridge piers[C].Proceedings of the First Us-Japan Workshop onSeismic Retrofit of Bridge,Japan:Tsukuba ScienceCity,1990.
[6]赵彤,刘明国,谢剑,等.应用碳纤维布增强钢筋混凝土柱的抗震能力的试验研究[J].地震工程与工程振动,2000,20(4).
[7]赵彤,刘明国,谢剑.碳纤维布用于改善斜向受力高强混凝土柱抗震性能的研究[J].土木工程学报,2002,35(3).
[8]H Saadatmanesh,M R Ehsani,Limin Jin.Seismicstrengthening of circular bridge pier models with fibercomposites[J].ACI Structural Journal,1996,93(6).
[9]Shamim A Sheikh,Grace Yau.Seismic behavior ofconcrete columns confined with steel and fiber-reinforced polymers[J].ACI Structural Journal,2002,99(1).
[10]吴刚,吕志涛,张继文.CFRP加固钢筋混凝土柱抗震性能断面试验研究[A].第二届全国土木工程用纤维增强复合材料(FRP)应用技术学术交流会论文集[C].北京:清华大学,2002.
[11]张柯,岳清瑞,叶列平.碳纤维布加固混凝土柱滞回耗能分析及目标延性系数的确定[A].首届全国土木工程用纤维增强复合材料(FRP)应用技术学术交流会论文集[C].2000.
[12]张柯,岳清瑞,赵树红,等.碳纤维布加固混凝土改善延性的试验研究[J].工业建筑,2000,30(2).
[13]范立础,卓卫东,薛元德.FRP筒套箍RC墩柱抗震性能的初步研究[A].中国首届纤维增强复合材料(FRP)混凝土结构学术交流会议论文集[C].2000.
[14]Yan Xiao,Member ASCE,Rui Ma.Seismic retrofitof RC circular column using prefabricated compositejacketing[J].ASCE,Journal of StructuralEngineering,1997,123(10).
[15]Xiao Yan,Wu H,Ma R.Prefabricated glass fibercomposites jackets for retrofitting reinforced concretecolumns[A].Proceedings of the Sixth ASCCSInternational Conference on Steel-Concrete Compo-site Structures,Composed and Hybrid Structures[C].USA:Los Angeles,2000.
[16]Feieder Seible,Member ASCE,M J Nigel Priestley,et all.Seismic retrofit of RC columns withcontinuous carbon fiber jackets[J].ASCE,Journalof Composites for Construction,1997,1(2).
[17]Nanni A,Norris M S.FRP jacketed concrete underflexure and combined flexure-compression[J].Construction and Building Materials,1995,9(5).
[18]Togay Ozbakkalogu,Murat Saatcioglu.Seismicperformance of square high-strength concretecolumns in FRP stay-in-Place formwork[J].ASCE,Journal of Structural Engineering,2007,133(1).
[19]Hamind Saadatmanesh,Mohammad R.Ehsani,Limin Jin.Repair of earthquake-damaged RCcolumns with FRP wraps[J].ACI StructuralJournal,1997,94(2).
[20]Shuenn-Yih Chang,Yeou-Fong Li,Chin-HsiungLoh.Experimental study of seismic behavior of as-built and carbon fiber reinforced plastics repairedreinforced concrete bridge columns[J].Journal ofBridge Engineering,2004,9(4).
[21]Fardis M N,Khalili H.FRP-encased concrete as astructural material[J].Magazine of ConcreteJournal,1982,34(121).
[22]Mander J B,Priestley M J N,Park R.Theoreticalstress-strain model for confined concrete[J].ASCE,Journal of Structural Engineering,1988,114(8).
[23]Spoelstra M R,Monti G.FRP-confined concretemodel[J].ASCE,Journal of composites forConstruction,1999,3(3).
[24]Samaan M,Mirmiran A,Shahawy M.Model ofconcrete confined by fiber composites[J].ASCE,Journal of Structural Engineering,1998,126(9).
[25]于清.轴心受压FRP约束混凝土的应力-应变关系研究[J].工业建筑,2001,31(4).
[26]于清.FRP约束混凝土柱强度承载力计算[J].工业建筑,2000,30(10).
[27]Fam A Z,Rizkalla S H.Confinement model foraxially loaded concrete confined by circular fiberreinforced polymer tubes[J].ACI StructuralJournal,2001,98(4).
[28]Vistasp M Karbhari.Materials considerations inFRP rehabilitation of concrete structures[J].Journal of Materials in Civil Engineering,2001,(3).
[2]于清,陶忠,高献.FRP约束混凝土柱抗震性能若干问题的探讨[J].地震工程与工程振动,2006,26(4).
[3]倪永军,朱唏,魏庆朝,等.纤维增强聚合物抗震加固混凝土柱研究综述[J].北方交通大学学报.2003,27(4).
[4]Priestley M J N,Seible F,Fyfe E.Column seismicretrofit using fiber galss/expoxy jackets[C].Proceedings of Advanced Composite Materials inBridges and Structures,Canada,1992.
[5]Matasuda R F,Sato H,Fujiwara H,et all.Effect ofcarbon fiber reinforcement as a strengthening measurefor reinforced concrete bridge concrete bridge piers[C].Proceedings of the First Us-Japan Workshop onSeismic Retrofit of Bridge,Japan:Tsukuba ScienceCity,1990.
[6]赵彤,刘明国,谢剑,等.应用碳纤维布增强钢筋混凝土柱的抗震能力的试验研究[J].地震工程与工程振动,2000,20(4).
[7]赵彤,刘明国,谢剑.碳纤维布用于改善斜向受力高强混凝土柱抗震性能的研究[J].土木工程学报,2002,35(3).
[8]H Saadatmanesh,M R Ehsani,Limin Jin.Seismicstrengthening of circular bridge pier models with fibercomposites[J].ACI Structural Journal,1996,93(6).
[9]Shamim A Sheikh,Grace Yau.Seismic behavior ofconcrete columns confined with steel and fiber-reinforced polymers[J].ACI Structural Journal,2002,99(1).
[10]吴刚,吕志涛,张继文.CFRP加固钢筋混凝土柱抗震性能断面试验研究[A].第二届全国土木工程用纤维增强复合材料(FRP)应用技术学术交流会论文集[C].北京:清华大学,2002.
[11]张柯,岳清瑞,叶列平.碳纤维布加固混凝土柱滞回耗能分析及目标延性系数的确定[A].首届全国土木工程用纤维增强复合材料(FRP)应用技术学术交流会论文集[C].2000.
[12]张柯,岳清瑞,赵树红,等.碳纤维布加固混凝土改善延性的试验研究[J].工业建筑,2000,30(2).
[13]范立础,卓卫东,薛元德.FRP筒套箍RC墩柱抗震性能的初步研究[A].中国首届纤维增强复合材料(FRP)混凝土结构学术交流会议论文集[C].2000.
[14]Yan Xiao,Member ASCE,Rui Ma.Seismic retrofitof RC circular column using prefabricated compositejacketing[J].ASCE,Journal of StructuralEngineering,1997,123(10).
[15]Xiao Yan,Wu H,Ma R.Prefabricated glass fibercomposites jackets for retrofitting reinforced concretecolumns[A].Proceedings of the Sixth ASCCSInternational Conference on Steel-Concrete Compo-site Structures,Composed and Hybrid Structures[C].USA:Los Angeles,2000.
[16]Feieder Seible,Member ASCE,M J Nigel Priestley,et all.Seismic retrofit of RC columns withcontinuous carbon fiber jackets[J].ASCE,Journalof Composites for Construction,1997,1(2).
[17]Nanni A,Norris M S.FRP jacketed concrete underflexure and combined flexure-compression[J].Construction and Building Materials,1995,9(5).
[18]Togay Ozbakkalogu,Murat Saatcioglu.Seismicperformance of square high-strength concretecolumns in FRP stay-in-Place formwork[J].ASCE,Journal of Structural Engineering,2007,133(1).
[19]Hamind Saadatmanesh,Mohammad R.Ehsani,Limin Jin.Repair of earthquake-damaged RCcolumns with FRP wraps[J].ACI StructuralJournal,1997,94(2).
[20]Shuenn-Yih Chang,Yeou-Fong Li,Chin-HsiungLoh.Experimental study of seismic behavior of as-built and carbon fiber reinforced plastics repairedreinforced concrete bridge columns[J].Journal ofBridge Engineering,2004,9(4).
[21]Fardis M N,Khalili H.FRP-encased concrete as astructural material[J].Magazine of ConcreteJournal,1982,34(121).
[22]Mander J B,Priestley M J N,Park R.Theoreticalstress-strain model for confined concrete[J].ASCE,Journal of Structural Engineering,1988,114(8).
[23]Spoelstra M R,Monti G.FRP-confined concretemodel[J].ASCE,Journal of composites forConstruction,1999,3(3).
[24]Samaan M,Mirmiran A,Shahawy M.Model ofconcrete confined by fiber composites[J].ASCE,Journal of Structural Engineering,1998,126(9).
[25]于清.轴心受压FRP约束混凝土的应力-应变关系研究[J].工业建筑,2001,31(4).
[26]于清.FRP约束混凝土柱强度承载力计算[J].工业建筑,2000,30(10).
[27]Fam A Z,Rizkalla S H.Confinement model foraxially loaded concrete confined by circular fiberreinforced polymer tubes[J].ACI StructuralJournal,2001,98(4).
[28]Vistasp M Karbhari.Materials considerations inFRP rehabilitation of concrete structures[J].Journal of Materials in Civil Engineering,2001,(3).
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