纤维增强复合材料(FRP)加固混凝土柱的研究综述
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摘要
纤维增强复合材料(FRP)以其轻质高强、耐腐蚀、耐疲劳、施工方便等特点,备受土木工程界内人士的关注.近年来随着国内外对FRP材料的研究和发展,FRP作为一种高效的、极具发展和应用前景的新型建筑材料其应用也日益广泛,现己成为结构补强加固和新结构体系开发中的一种重要的新材料.本文主要从FRP加固混凝土柱应力-应变关系,抗震性能以及数值模拟等方面对FRP加固混凝土柱的国内外研究状况进行详细阐述.
Fiber reinforced polymer(FRP) is attracting a lot of attention from civil engineers for its light weight,high strength,high corrosion resistance,anti-fatigue,and easy construction.In recent years,with the research and development of FRP materials at home and abroad,FRP,as a new type of building material with bright development and application prospects,has been increasingly used.It is an important new material used for structure reinforcement and strengthening,and new structural system development.This paper expounds on the research status quo of FRP strengthening concrete columns,at home and abroad,in terms of stress-strain relationship,anti-seismic performance,and numerical simulation.
Fiber reinforced polymer(FRP) is attracting a lot of attention from civil engineers for its light weight,high strength,high corrosion resistance,anti-fatigue,and easy construction.In recent years,with the research and development of FRP materials at home and abroad,FRP,as a new type of building material with bright development and application prospects,has been increasingly used.It is an important new material used for structure reinforcement and strengthening,and new structural system development.This paper expounds on the research status quo of FRP strengthening concrete columns,at home and abroad,in terms of stress-strain relationship,anti-seismic performance,and numerical simulation.
引文
[1]冯鹏,叶列平.FRP结构和FRP组合结构在结构工程中的应用与发展[C]//岳清瑞.第二届全国土木工程纤维增强复合材料(FRP)应用技术学术交流会论文集.北京:清华大学出版社,2002:51-63.
[2]蔡国宏.先进复合材料在桥梁中的应用现状和发展前景[R].北京:交通部科学研究院,2006.
[3]薛元德,胡培.纤维复合材料应用于基础设施工程——面向21世纪的机遇和挑战[J].高科技纤维与应用,2000,25(2):9-13.
[4]HOLLAWAY L C.The evolution of and the way forward for advanced polymer composites in the civil infrastructure[C]//Proceedings of the In-ternational Conference on FRP Composites in Civil Engineering.Hong Kong:Elsevier Science Ltd.,2001:27-40.
[5]TRIANTAFILLOU T C.Strengthening of structures with advanced FRPs[J].Progress in Structural Engineering and Materials,1998,1(2):126-134.
[6]SOUDKE K A.FRP reinforcement for prestressed concrete structures[J].Progress in Structural Engineering and Materials,1998,1(2):135-142.
[7]JOSE L R.Ten concrete column repair methods[J].Construction and Building Materials,1995,10(3):195-202.
[8]于清,陶忠.纤维塑料约束混凝土柱抗震性能研究综述[J].地震工程与工程振动,2002,22(2):66-72.
[9]卜良桃,王济川.建筑结构加固改造设计与施工[M].长沙:湖南大学出版社,2002.
[10]ACI COMMITFEE440.State-of-the-art report on fiber reinforced plastic reinforcement for concrete structures[R].Detroit,MI:ACI,1996.
[11]赵彤,谢剑.碳纤维布补强加固混凝土结构新技术[M].天津:天津人民出版社,2001.
[12]周磊,刘兴彦.外粘碳纤维加固法的特点及发展状况[C]//第六届全国建筑物鉴定与加固改造学术会议论文集.长沙:湖南大学出版社,2002:38-41.
[13]田水,朱暾.纤维增强塑料(FRP)在结构加固中的应用[J].建筑结构,2000(3):40-43.
[14]胡芳芳.纤维(FRP)约束混凝土柱力学性能研究[D].西安:长安大学,2005.
[15]RICHART F E,BRANDTZAEG A,BROWN R L.A study of the failure of concrete under combined compressive stresses[R].Urbana:Uni-versity of Illinois at Urbana Champaign,1928.
[16]MANDER J B,PRIESTLEY M J N,PARK R.Theoretical stess-strain model for confined concrete[J].J Struct Eng,1988,114(8):1804-1826.
[17]MANDER J B,PRIESTLEY M J N,PARK R.Observed stress-strain behaviour of confined concrete[J].J Struct Eng,1988,114(8):1827-1849
[18]MARIJIN R,GIORGIO M.FRP-confined concrete model[J].Journal of Composites for Construction,1999,8(3):143-150.
[19]SAADATMANESH H,EHSANI M R.Strength and ductility of concrete columns externally reinforced with fiber straps[J].ACI Structral Journal,1994,91(4):500-509.
[20]CANDAPPA D C,SANJAYAN J G,SETUNGE S.Complete triaxial stress-strain curves of high-strength concrete[J].J Mater Civil Eng,2001,13(3):209-215.
[21]ANSARI F,LI Qing-bin.High-strength concrete subjected to triaxial compression[J].ACI Mater J,1998,95(6):747-755.
[22]SAAMAN M,MIRMIRAN A,SHAHAWY M.Model of concrete confined by fiber composites[J].J Struct Eng,1998,126(9):1025-1031.
[23]SAAFI M,TOUTANJI H,Li Z.Behavior of concrete columns confined with fiber reinforced polymer tubes[J].ACI Mater J,1999,96(4):500-509.
[24]HA T.Stress-strain characteristics of concrete columns externally confined with advanced fiber composite sheets[J].ACI Mater J,1999,96(3):397-404.
[25]XIAO Y,WU H.Compressive behavior of concrete confined by carbon fiber composite jackets[J].J Mater Civil Eng,2000,12(2):139-146.
[26]李静,钱稼茹,蒋剑彪.,CFRP约束混凝土应力-应变全曲线研究[C]//岳清瑞.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.北京:清华大学出版社,2002:157-162.
[27]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):5-8.
[28]陶忠,高献,于清,等.FRP约束混凝土的应力-应变关系[J].工程力学,2005,22(4):187-195.
[29]腾锦光.FRP加固混凝土结构[M].北京:中国建筑工业出版社,2005.
[30]YE L P,ZHANG K,ZHAO S H,et al.Experimental study on seismic strengthening of RC columns with wrapped CFRP sheets[J].Construction and Building Materials,2003,17:499-506.
[31]NANNI A,NORRIS M S.FRP jacketed concrete under flexure and combined flexure compression[J].Construction and Building Materials,1995,9(5):273-281.
[32]PRIESTLEY M J N,SEIBLE F,FYFE E.Column seismic retrofit using fibreglass/epoxy jackets[C]//NEALE K W,LABOSSIERE P.Advanced Composite Materials in Bridges and Structures.Sher-brooke:CSCE,1992:247-251.
[33]杨勇新,岳清瑞.碳纤维布加固混凝土结构性能评价模型[C]//第五届全国建筑物鉴定与加固改造学术研讨会论文集:上册.汕头:汕头大学出版社,2000:142-147.
[34]张柯,岳清瑞,叶列平.碳纤维布加固混凝土柱改善延性的试验研究[J].工业建筑,2000,30(2):16-19.
[35]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[J].工业建筑,2001,31(6):5-8.
[36]张轲,岳清瑞,叶列平.碳纤维布加固钢筋混凝土柱抗震性能分析及目标延性系数确定[C]//第五届全国建筑物鉴定与加固改造学术研讨会论文集:上册.汕头:汕头大学出版社,2000:164-170.
[37]张轲,岳清瑞,叶列平.碳纤维布加固钢筋混凝土柱后弯矩-曲率关系分析[C]//第五届全国建筑物鉴定与加固改造学术研讨会论文集:上册.汕头:汕头大学出版社,2000:171-178.
[38]赵树红,李全旺,叶列平.碳纤维布加固钢筋混凝土柱受剪性能试验研究[J].工业建筑,2000,30(2):12-15.
[39]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):75-82.
[40]陶忠,高献,于清.FRP约束圆钢筋混凝土柱滞回性能的理论分析[J].工业建筑,2005,35(9):15-19.
[41]赵彤,刘明国.碳纤维布改善高强混凝土柱延性的试验研究[J].地震工程与工程振动,2001,21(4):46-52.
[42]谢剑,刘明学,赵彤.碳纤维布提高高强混凝土柱抗震能力评估方法[J].天津大学学报,2005,38(2):109-113.
[43]赵颖华,王东.CFRP加固钢筋混凝土柱的多维拟静力试验研究[J].振动工程学报,2005,18(1):53-58.
[44]MONTOYA E,VECCHIO F J,SHEIKH S A.Numerical evaluation of the behaviour of steel-and FRP-confined concrete columns using compression field modelling[J].Engineering Structures,2004,26(11):1535-1545.
[45]陆新征,冯鹏,叶列平.FRP布约束混凝土方柱轴心受压性能的有限元分析[J].土木工程学报,2003,36(2):46-51.
[46]肖建庄,龙海燕.纤维布加固高轴压混凝土柱抗震性能[J].同济大学学报:自然科学版,2004,32(8):990-995.
[47]张大长,吴智深.CFRP纤维布加固RC柱的有限元分析模型[J].复合材料学报,2005,22(4):156-164.
[48]赵彤,刘明国,谢剑.碳纤维布抗震加固斜向受力钢筋混凝土柱的非线性分析[J].世界地震工程,2001,17(4):53-59.
[2]蔡国宏.先进复合材料在桥梁中的应用现状和发展前景[R].北京:交通部科学研究院,2006.
[3]薛元德,胡培.纤维复合材料应用于基础设施工程——面向21世纪的机遇和挑战[J].高科技纤维与应用,2000,25(2):9-13.
[4]HOLLAWAY L C.The evolution of and the way forward for advanced polymer composites in the civil infrastructure[C]//Proceedings of the In-ternational Conference on FRP Composites in Civil Engineering.Hong Kong:Elsevier Science Ltd.,2001:27-40.
[5]TRIANTAFILLOU T C.Strengthening of structures with advanced FRPs[J].Progress in Structural Engineering and Materials,1998,1(2):126-134.
[6]SOUDKE K A.FRP reinforcement for prestressed concrete structures[J].Progress in Structural Engineering and Materials,1998,1(2):135-142.
[7]JOSE L R.Ten concrete column repair methods[J].Construction and Building Materials,1995,10(3):195-202.
[8]于清,陶忠.纤维塑料约束混凝土柱抗震性能研究综述[J].地震工程与工程振动,2002,22(2):66-72.
[9]卜良桃,王济川.建筑结构加固改造设计与施工[M].长沙:湖南大学出版社,2002.
[10]ACI COMMITFEE440.State-of-the-art report on fiber reinforced plastic reinforcement for concrete structures[R].Detroit,MI:ACI,1996.
[11]赵彤,谢剑.碳纤维布补强加固混凝土结构新技术[M].天津:天津人民出版社,2001.
[12]周磊,刘兴彦.外粘碳纤维加固法的特点及发展状况[C]//第六届全国建筑物鉴定与加固改造学术会议论文集.长沙:湖南大学出版社,2002:38-41.
[13]田水,朱暾.纤维增强塑料(FRP)在结构加固中的应用[J].建筑结构,2000(3):40-43.
[14]胡芳芳.纤维(FRP)约束混凝土柱力学性能研究[D].西安:长安大学,2005.
[15]RICHART F E,BRANDTZAEG A,BROWN R L.A study of the failure of concrete under combined compressive stresses[R].Urbana:Uni-versity of Illinois at Urbana Champaign,1928.
[16]MANDER J B,PRIESTLEY M J N,PARK R.Theoretical stess-strain model for confined concrete[J].J Struct Eng,1988,114(8):1804-1826.
[17]MANDER J B,PRIESTLEY M J N,PARK R.Observed stress-strain behaviour of confined concrete[J].J Struct Eng,1988,114(8):1827-1849
[18]MARIJIN R,GIORGIO M.FRP-confined concrete model[J].Journal of Composites for Construction,1999,8(3):143-150.
[19]SAADATMANESH H,EHSANI M R.Strength and ductility of concrete columns externally reinforced with fiber straps[J].ACI Structral Journal,1994,91(4):500-509.
[20]CANDAPPA D C,SANJAYAN J G,SETUNGE S.Complete triaxial stress-strain curves of high-strength concrete[J].J Mater Civil Eng,2001,13(3):209-215.
[21]ANSARI F,LI Qing-bin.High-strength concrete subjected to triaxial compression[J].ACI Mater J,1998,95(6):747-755.
[22]SAAMAN M,MIRMIRAN A,SHAHAWY M.Model of concrete confined by fiber composites[J].J Struct Eng,1998,126(9):1025-1031.
[23]SAAFI M,TOUTANJI H,Li Z.Behavior of concrete columns confined with fiber reinforced polymer tubes[J].ACI Mater J,1999,96(4):500-509.
[24]HA T.Stress-strain characteristics of concrete columns externally confined with advanced fiber composite sheets[J].ACI Mater J,1999,96(3):397-404.
[25]XIAO Y,WU H.Compressive behavior of concrete confined by carbon fiber composite jackets[J].J Mater Civil Eng,2000,12(2):139-146.
[26]李静,钱稼茹,蒋剑彪.,CFRP约束混凝土应力-应变全曲线研究[C]//岳清瑞.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.北京:清华大学出版社,2002:157-162.
[27]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):5-8.
[28]陶忠,高献,于清,等.FRP约束混凝土的应力-应变关系[J].工程力学,2005,22(4):187-195.
[29]腾锦光.FRP加固混凝土结构[M].北京:中国建筑工业出版社,2005.
[30]YE L P,ZHANG K,ZHAO S H,et al.Experimental study on seismic strengthening of RC columns with wrapped CFRP sheets[J].Construction and Building Materials,2003,17:499-506.
[31]NANNI A,NORRIS M S.FRP jacketed concrete under flexure and combined flexure compression[J].Construction and Building Materials,1995,9(5):273-281.
[32]PRIESTLEY M J N,SEIBLE F,FYFE E.Column seismic retrofit using fibreglass/epoxy jackets[C]//NEALE K W,LABOSSIERE P.Advanced Composite Materials in Bridges and Structures.Sher-brooke:CSCE,1992:247-251.
[33]杨勇新,岳清瑞.碳纤维布加固混凝土结构性能评价模型[C]//第五届全国建筑物鉴定与加固改造学术研讨会论文集:上册.汕头:汕头大学出版社,2000:142-147.
[34]张柯,岳清瑞,叶列平.碳纤维布加固混凝土柱改善延性的试验研究[J].工业建筑,2000,30(2):16-19.
[35]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[J].工业建筑,2001,31(6):5-8.
[36]张轲,岳清瑞,叶列平.碳纤维布加固钢筋混凝土柱抗震性能分析及目标延性系数确定[C]//第五届全国建筑物鉴定与加固改造学术研讨会论文集:上册.汕头:汕头大学出版社,2000:164-170.
[37]张轲,岳清瑞,叶列平.碳纤维布加固钢筋混凝土柱后弯矩-曲率关系分析[C]//第五届全国建筑物鉴定与加固改造学术研讨会论文集:上册.汕头:汕头大学出版社,2000:171-178.
[38]赵树红,李全旺,叶列平.碳纤维布加固钢筋混凝土柱受剪性能试验研究[J].工业建筑,2000,30(2):12-15.
[39]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):75-82.
[40]陶忠,高献,于清.FRP约束圆钢筋混凝土柱滞回性能的理论分析[J].工业建筑,2005,35(9):15-19.
[41]赵彤,刘明国.碳纤维布改善高强混凝土柱延性的试验研究[J].地震工程与工程振动,2001,21(4):46-52.
[42]谢剑,刘明学,赵彤.碳纤维布提高高强混凝土柱抗震能力评估方法[J].天津大学学报,2005,38(2):109-113.
[43]赵颖华,王东.CFRP加固钢筋混凝土柱的多维拟静力试验研究[J].振动工程学报,2005,18(1):53-58.
[44]MONTOYA E,VECCHIO F J,SHEIKH S A.Numerical evaluation of the behaviour of steel-and FRP-confined concrete columns using compression field modelling[J].Engineering Structures,2004,26(11):1535-1545.
[45]陆新征,冯鹏,叶列平.FRP布约束混凝土方柱轴心受压性能的有限元分析[J].土木工程学报,2003,36(2):46-51.
[46]肖建庄,龙海燕.纤维布加固高轴压混凝土柱抗震性能[J].同济大学学报:自然科学版,2004,32(8):990-995.
[47]张大长,吴智深.CFRP纤维布加固RC柱的有限元分析模型[J].复合材料学报,2005,22(4):156-164.
[48]赵彤,刘明国,谢剑.碳纤维布抗震加固斜向受力钢筋混凝土柱的非线性分析[J].世界地震工程,2001,17(4):53-59.
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