FRP抗震加固混凝土柱的研究与发展
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摘要
简要阐述了FRP(Fiber Reinforced Polymer)复合材料在混凝土柱抗震加固领域中应用的重要意义,从加固方法、抗震加固性能和抗震加固设计三个方面,总结了国内外关于FRP抗震加固混凝土柱的最新研究成果,分析了研究中存在的不足,并对未来发展进行展望。
The application idea of FRP composites in seismic strengthening field for RC columns is presented,the newest research works about seismic strengthening RC columns by FRP at home and abroad in three aspects are summarized,including seismic strengthening method,seismic strengthening performance and seismic strengthening design,the defects in current research are also analyzed.Finally,the development prospects in the future are discussed.
The application idea of FRP composites in seismic strengthening field for RC columns is presented,the newest research works about seismic strengthening RC columns by FRP at home and abroad in three aspects are summarized,including seismic strengthening method,seismic strengthening performance and seismic strengthening design,the defects in current research are also analyzed.Finally,the development prospects in the future are discussed.
引文
[1]武萍,于峰,贡志刚.影响FRP约束混凝土柱力学性能的参数分析[J].纤维复合材料,2009,(3):32-34.
[2]吴毅彬,金国芳.增强纤维约束混凝土柱承载力计算方法对比[J].玻璃钢/复合材料,2011,(1):7-11.
[3]张海昆,童谷生,吴秋兰.BFRP约束方形混凝土柱轴心受压强度模型[J].玻璃钢/复合材料,2010,(2):71-74.
[4]邓宗才,李建辉.混杂FRP复合材料混杂效应的研究与进展[J].玻璃钢/复合材料,2008,(1):9-13.
[5]Priestley M J N,Seible F,Fyfe E.Column seismic retrofit using fi-ber galss/expoxy jackets[C].Proceedings of Advanced CompositeMaterials in Bridges and Structures,Canada,1992.
[6]Matasuda R F,Sato H,Fujiwara H,et al.Effect of carbon fiber re-inforcement as a strengthening measure for reinforced concrete bridgeconcrete bridge piers[C].Proceedings of the First Us-Japan Work-shop on Seismic Retrofit of Bridge,Japan:Tsukuba Science City,1990:17-18.
[7]赵彤,刘明国,谢剑等.应用碳纤维布增强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):66-72.
[8]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):13-19.
[9]H.Saadatmanesh,M.R.Ehsani and Limin Jin.Seismic strengthe-ning of circular bridge pier models with fiber composites[J].ACIStructural Journal,1996,93(6):639-647.
[10]Shamim A.Sheikh and Grace Yau.Seismic behavior of concretecolumns confined with steel and fiber-reinforced polymers[J].ACIStructural Journal,2002,99(1):72-80.
[11]吴刚,吕志涛,张继文.CFRP加固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,2002.144-149.
[12]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].北京:密云,2000.227-232.
[13]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):16-19.
[14]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].北京:密云,2000.113-117.
[15]Yan Xiao,Member ASCE,and Rui Ma.Seismic retrofit of RC cir-cular column using prefabricated composite jacketing[J].ASCE,Journal of Structural Engineering,1997,123(10):1357-1364.
[16]Xiao Yan,Wu H,Ma R.Prefabricated glass fiber composites jack-ets for retrofitting reinforced concrete columns.Proceedings of theSixth ASCCS International Conference on Steel-Concrete CompositeStructures[J].Composed and Hybrid Structures,USA:Los Angel-es,2000:952-958.
[17]Feieder Seible,Member ASCE,M J Nigel Priestley,et all.Seis-mic retrofit of RC columns with continuous carbon fiber jackets[J].ASCE,Journal of Composites for Construction,1997,1(2):52-62.
[18]Nanni A,Norris M S.FRP jacketed concrete under flexure andcombined flexure-compression[J].Construction and Building Ma-terials,1995,9(5):273-281.
[19]Togay Ozbakkalogu and Murat Saatcioglu.Seismic performance ofsquare high-strength concrete columns in FRP stay-in-Place form-work[J].ASCE,Journal of Structural Engineering,2007,133(1):44-56.
[20]Hamind Saadatmanesh,Mohammad R.Ehsani,and Limin Jin.Repair of earthquake-damaged RC columns with FRP wraps[J].ACI Structural Journal,1997,94(2):206-215.
[21]Shuenn-Yih Chang,Yeou-Fong Li and Chin-Hsiung Loh.Experi-mental study of seismic behavior of as-built and carbon fiber rein-forced plastics repaired reinforced concrete bridge columns[J].Journal of Bridge Engineering,2004,9(4):391-402.
[22]邓宗才,李建辉,张小冬.混杂FRP加固腐蚀混凝土柱抗震性能试验[J].北京工业大学学报,2009,35(10):1356-1363.
[23]Kobatake,Y.A seismic retrofitting method for existing reinforcedconcrete structures using CFRP[J].Advanced Composites Materi-als,1998,7(1):1-22.
[24]Ogata T,Osada K.Seismic retrofitting of expressway bridges in Ja-pan[J].Cement and Concrete Composites,2000,(22):17-27.
[25]Priestley M J N,Verma R,Xiao Y.Seismic shear strength of rein-forced concrete columns[J].Journal of Structural Engineering,1994,120(8):2310-2329.
[26]Seible F,Priestley M J N,Hegemier G A,et al.Seismic retrofit ofRC columns with continuous carbon fiber jackets[J].Journal ofcomposites for construction,1997,1(2):55-62.
[27]滕锦光,陈建飞,S T史密斯等.FRP加固混凝土结构[M].北京:中国建筑工业出版社,2005.
[2]吴毅彬,金国芳.增强纤维约束混凝土柱承载力计算方法对比[J].玻璃钢/复合材料,2011,(1):7-11.
[3]张海昆,童谷生,吴秋兰.BFRP约束方形混凝土柱轴心受压强度模型[J].玻璃钢/复合材料,2010,(2):71-74.
[4]邓宗才,李建辉.混杂FRP复合材料混杂效应的研究与进展[J].玻璃钢/复合材料,2008,(1):9-13.
[5]Priestley M J N,Seible F,Fyfe E.Column seismic retrofit using fi-ber galss/expoxy jackets[C].Proceedings of Advanced CompositeMaterials in Bridges and Structures,Canada,1992.
[6]Matasuda R F,Sato H,Fujiwara H,et al.Effect of carbon fiber re-inforcement as a strengthening measure for reinforced concrete bridgeconcrete bridge piers[C].Proceedings of the First Us-Japan Work-shop on Seismic Retrofit of Bridge,Japan:Tsukuba Science City,1990:17-18.
[7]赵彤,刘明国,谢剑等.应用碳纤维布增强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):66-72.
[8]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):13-19.
[9]H.Saadatmanesh,M.R.Ehsani and Limin Jin.Seismic strengthe-ning of circular bridge pier models with fiber composites[J].ACIStructural Journal,1996,93(6):639-647.
[10]Shamim A.Sheikh and Grace Yau.Seismic behavior of concretecolumns confined with steel and fiber-reinforced polymers[J].ACIStructural Journal,2002,99(1):72-80.
[11]吴刚,吕志涛,张继文.CFRP加固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,2002.144-149.
[12]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].北京:密云,2000.227-232.
[13]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):16-19.
[14]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].北京:密云,2000.113-117.
[15]Yan Xiao,Member ASCE,and Rui Ma.Seismic retrofit of RC cir-cular column using prefabricated composite jacketing[J].ASCE,Journal of Structural Engineering,1997,123(10):1357-1364.
[16]Xiao Yan,Wu H,Ma R.Prefabricated glass fiber composites jack-ets for retrofitting reinforced concrete columns.Proceedings of theSixth ASCCS International Conference on Steel-Concrete CompositeStructures[J].Composed and Hybrid Structures,USA:Los Angel-es,2000:952-958.
[17]Feieder Seible,Member ASCE,M J Nigel Priestley,et all.Seis-mic retrofit of RC columns with continuous carbon fiber jackets[J].ASCE,Journal of Composites for Construction,1997,1(2):52-62.
[18]Nanni A,Norris M S.FRP jacketed concrete under flexure andcombined flexure-compression[J].Construction and Building Ma-terials,1995,9(5):273-281.
[19]Togay Ozbakkalogu and Murat Saatcioglu.Seismic performance ofsquare high-strength concrete columns in FRP stay-in-Place form-work[J].ASCE,Journal of Structural Engineering,2007,133(1):44-56.
[20]Hamind Saadatmanesh,Mohammad R.Ehsani,and Limin Jin.Repair of earthquake-damaged RC columns with FRP wraps[J].ACI Structural Journal,1997,94(2):206-215.
[21]Shuenn-Yih Chang,Yeou-Fong Li and Chin-Hsiung Loh.Experi-mental study of seismic behavior of as-built and carbon fiber rein-forced plastics repaired reinforced concrete bridge columns[J].Journal of Bridge Engineering,2004,9(4):391-402.
[22]邓宗才,李建辉,张小冬.混杂FRP加固腐蚀混凝土柱抗震性能试验[J].北京工业大学学报,2009,35(10):1356-1363.
[23]Kobatake,Y.A seismic retrofitting method for existing reinforcedconcrete structures using CFRP[J].Advanced Composites Materi-als,1998,7(1):1-22.
[24]Ogata T,Osada K.Seismic retrofitting of expressway bridges in Ja-pan[J].Cement and Concrete Composites,2000,(22):17-27.
[25]Priestley M J N,Verma R,Xiao Y.Seismic shear strength of rein-forced concrete columns[J].Journal of Structural Engineering,1994,120(8):2310-2329.
[26]Seible F,Priestley M J N,Hegemier G A,et al.Seismic retrofit ofRC columns with continuous carbon fiber jackets[J].Journal ofcomposites for construction,1997,1(2):55-62.
[27]滕锦光,陈建飞,S T史密斯等.FRP加固混凝土结构[M].北京:中国建筑工业出版社,2005.
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