FRP在砌体墙抗震(加固)中的应用
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摘要
FRP具有轻质、高强、高弹模等许多优点,用其加固砌体具有无可比拟的优势和潜力,介绍了国内外FRP加固砌体墙体试验和数值模拟试验,通过墙体各项性能的改变,提高墙体抗震性能。
Fiber reinforced polymers(FRP) is a new composite material which has light weight,high strength and high elastic modulus and so on,Using it to reinforce masonry structure has great advantages and potential,the text introduce some experiments on FRP reinforced walls,and FRP can improve the shear resistance of the walls by changing the capacity of the walls.
Fiber reinforced polymers(FRP) is a new composite material which has light weight,high strength and high elastic modulus and so on,Using it to reinforce masonry structure has great advantages and potential,the text introduce some experiments on FRP reinforced walls,and FRP can improve the shear resistance of the walls by changing the capacity of the walls.
引文
[1]Special issue of fibre-reinforced polymer composites in con-struction.Construct Build Mater,2003;17(6-7):363-516.
[2]岳清瑞.CFRP加固修补混凝土结构新技术及应用[J].高科技纤维与应用,1998,(5).
[3]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.2006,3(39):24-36.
[4]Holloway LC.The evolution of and the way forward for ad-vanced polymer composites in the civil infrastructure[J].Construct Build Mater 2003,(17):365-78.
[5]Sayed-Ahmed EY,Shrive NG.Smart FRP prestressingtendions:Properties and prospects.Proceedings of the Sec-ond Middle East Symposium on Structural Composites for In-frastructure Applications 1999:80-93.
[6]Garden HN.Use of advanced composites in civil engineeringinfrastructure.Proceedings of the Institution of Civil Engi-neers[J].Structures and Buildings 2004,157(SB6):357-68.
[7]Saisi A,Binda L,Valluzzi MR,Modena C.Creep behaviour ofbrick masonry panels strengthened by the bed joints rein-forcement technique using CFRP thin strips.In:Modena,Lourenco Roca,editors.Proceedings of Structural Analysis ofHistorical Constructions.Taylor and Francis Group;2004,(8):37-46.
[8]Korany Y,Drysdale R.New FRP rehabilitation technique forhistoric masonry buildings.In:Proceedings of the Sixth In-ternational Masonry Conference British Masonry Society,2002.Proceedings No.9.p.246-52.
[9]Korany Y,Drysdale R.Enhancing seismic flexural resistanceof historic masonry walls using carbon fiber rope.Mas Soc J2004,22(1):27-38
[10]Nanni A,Tumialan JG.Fiber-reinforced composites forthe strengthening of masonry structures.Struct Eng Int I-ABSE 2003,13(4):271-8.
[11]Wight GD,Ingham JM,Kowalsky MJ.Shake table testingof post-tensioned concrete masonry walls.In:Martens,Vermeltfoort,editors.Proceedings of the 13th InternationalBrick/Block Masonry Conference,2004(4):1059-68.
[12]Esani MR,Saadatmanesh H,Abdelghany IH,Elkafrawy W.flexural behaviour of masonry walls strengthened withcomposite fabrics.In:ACI International Symposium OnNon-Metallic Continuous Reinforcement,ACI SP-138,1993:497-507.
[13]Triantafillou TC.Strengthening of masonry structures us-ing epoxy-bonded FRP laminates.J Compos Construct,ASCE 1998,2(2):96-103.
[14]Seible F.Repair and seismic retest of a full-scale rein-forced masonry building.In:Proceedings of the Sixth In-ternational Conference on Structural Faults and Repair,1995,(3):229-36.
[15]Gergely J,Young DT.Masonry wall retrofitted with CFRPmaterials.In:Figueiras et al.,editors.Proceedings ofComposites in Constructions.Swets and Zeitlinger;2001:565-569.
[16]Capozucca R.Brickwork masonry walls reinforced by CFRP.In:Proceedings of the Ninth Canadian Masonry Sympo-sium,Fredericton,Canada,2001.
[17]M.Corradi,A.Borri,A.Vignoli.Strengthening techniquestested on masonry structures struck by the Umbria-Marche earthquake of 1997-1998[J].Construction andBuilding Materials 16(2002):229-239.
[18]Mohamed A.ElGawady,Pierino Lestuzzi,Marc Badoux[J].Aseismic retrofitting of unreinforced masonry walls us-ing FRP[J].Composites:Part B 37(2006):148-162.
[19]赵彤,张晨军,谢剑,等.碳纤维布用于砖砌体抗震加固的试验研究[J].地震工程与工程振动,2001,21(2):89-95.
[20]林磊,叶列平.FRP加固砖砌体墙的实验研究与分析[J].建筑结构,2005,35(3):21-27.
[21]黄奕辉,王全凤,杨勇新,岳清瑞,蔡志鸿.AFRP加固砖砌墙体的抗剪性能试验[J].工业建筑,2004,34(1):275-278.
[22]张祥顺,谷倩,彭少民.CFRP对砖墙抗震加固对比试验研究与计算分析[J].世界地震工程,2003,19(1):77-82.
[23]阮积敏,郑海峰,王柏生.GFRP加固多孔砖砌体的抗震性能试验研究[J].新型墙体材料与施工,2005,(2):28-31.
[24]Albert ML,Elwi AA,Cheng JJR.Strengthening of unre-inforced masonry walls using FRPs.ASCE J Compos Con-struct 2001,5(2):76-84.
[25]Kuzik MD,Elwi AA,Cheng JJR.Cyclic Flexure tests ofmasonry walls with GFRP sheets.In:Proceedings of theNinth Canadian Masonry Symposium,on CD ROM,2001.
[26]Kuzik MD,Elwi AA,Cheng JJR.Numerical model forflexure response of masonry walls reinforced with GFRPsheets.In:Proceedings of the Ninth Canadian MasonrySymposium,on CD ROM,2001.
[27]Kuzik MD,Elwi AA,Cheng JJR.Cyclic flexure tests ofmasonry walls reinforced with galss fiber reinforced poly-mer Sheets.ASCE J Compos Construct 2003,7(1):20-30.
[28]Kiss RM,Kollar LP,Jai J,Krawinkler H.FRP strength-ened masonry beams.Part 1-model[J].J Compos Mater2002,36(5):521-36.
[29]Kiss RM,Kollar LP,Jai J,Krawinkler H.Masonrystrengthened with FRP subjected to combined bending andcompression.PartⅡ:Test results and model predictions[J].Compos Mater 2002,36(9):1049-63.
[30]Tan KHF,Patoary MKH.Strengthening of masonry wallsagainst out-of-plane loads using fiber-reinforced poly-mer reinforcement[J].ASCE J Compos Construct 2004,8(1):79-87.
[31]叶芳菲,顾祥林,张伟平,欧阳煜.碳纤维板加固砖墙抗剪性能的有限元分析[J].结构工程师,2005,21(3):19-24.
[32]顾祥林,叶芳菲,张伟平,欧阳煜.CFRP板加固砖墙的抗剪承载力[J].结构工程师,2005,21(6):64-67.
[33]X L Gu(X L Gu,Y Ouyang,W P Zhang,et al.SeismicBehavior of Masonry Structural Walls Strengthened withCFRP Plates,Fiber-Reinforced Polymer Reinforcementfor Concrete Structures(Proceedings of the Sixth Interna-tional Symposium on FRP Reinforcement for ConcreteStructure),V 2,Singapore,2003,1259-1268)
[2]岳清瑞.CFRP加固修补混凝土结构新技术及应用[J].高科技纤维与应用,1998,(5).
[3]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.2006,3(39):24-36.
[4]Holloway LC.The evolution of and the way forward for ad-vanced polymer composites in the civil infrastructure[J].Construct Build Mater 2003,(17):365-78.
[5]Sayed-Ahmed EY,Shrive NG.Smart FRP prestressingtendions:Properties and prospects.Proceedings of the Sec-ond Middle East Symposium on Structural Composites for In-frastructure Applications 1999:80-93.
[6]Garden HN.Use of advanced composites in civil engineeringinfrastructure.Proceedings of the Institution of Civil Engi-neers[J].Structures and Buildings 2004,157(SB6):357-68.
[7]Saisi A,Binda L,Valluzzi MR,Modena C.Creep behaviour ofbrick masonry panels strengthened by the bed joints rein-forcement technique using CFRP thin strips.In:Modena,Lourenco Roca,editors.Proceedings of Structural Analysis ofHistorical Constructions.Taylor and Francis Group;2004,(8):37-46.
[8]Korany Y,Drysdale R.New FRP rehabilitation technique forhistoric masonry buildings.In:Proceedings of the Sixth In-ternational Masonry Conference British Masonry Society,2002.Proceedings No.9.p.246-52.
[9]Korany Y,Drysdale R.Enhancing seismic flexural resistanceof historic masonry walls using carbon fiber rope.Mas Soc J2004,22(1):27-38
[10]Nanni A,Tumialan JG.Fiber-reinforced composites forthe strengthening of masonry structures.Struct Eng Int I-ABSE 2003,13(4):271-8.
[11]Wight GD,Ingham JM,Kowalsky MJ.Shake table testingof post-tensioned concrete masonry walls.In:Martens,Vermeltfoort,editors.Proceedings of the 13th InternationalBrick/Block Masonry Conference,2004(4):1059-68.
[12]Esani MR,Saadatmanesh H,Abdelghany IH,Elkafrawy W.flexural behaviour of masonry walls strengthened withcomposite fabrics.In:ACI International Symposium OnNon-Metallic Continuous Reinforcement,ACI SP-138,1993:497-507.
[13]Triantafillou TC.Strengthening of masonry structures us-ing epoxy-bonded FRP laminates.J Compos Construct,ASCE 1998,2(2):96-103.
[14]Seible F.Repair and seismic retest of a full-scale rein-forced masonry building.In:Proceedings of the Sixth In-ternational Conference on Structural Faults and Repair,1995,(3):229-36.
[15]Gergely J,Young DT.Masonry wall retrofitted with CFRPmaterials.In:Figueiras et al.,editors.Proceedings ofComposites in Constructions.Swets and Zeitlinger;2001:565-569.
[16]Capozucca R.Brickwork masonry walls reinforced by CFRP.In:Proceedings of the Ninth Canadian Masonry Sympo-sium,Fredericton,Canada,2001.
[17]M.Corradi,A.Borri,A.Vignoli.Strengthening techniquestested on masonry structures struck by the Umbria-Marche earthquake of 1997-1998[J].Construction andBuilding Materials 16(2002):229-239.
[18]Mohamed A.ElGawady,Pierino Lestuzzi,Marc Badoux[J].Aseismic retrofitting of unreinforced masonry walls us-ing FRP[J].Composites:Part B 37(2006):148-162.
[19]赵彤,张晨军,谢剑,等.碳纤维布用于砖砌体抗震加固的试验研究[J].地震工程与工程振动,2001,21(2):89-95.
[20]林磊,叶列平.FRP加固砖砌体墙的实验研究与分析[J].建筑结构,2005,35(3):21-27.
[21]黄奕辉,王全凤,杨勇新,岳清瑞,蔡志鸿.AFRP加固砖砌墙体的抗剪性能试验[J].工业建筑,2004,34(1):275-278.
[22]张祥顺,谷倩,彭少民.CFRP对砖墙抗震加固对比试验研究与计算分析[J].世界地震工程,2003,19(1):77-82.
[23]阮积敏,郑海峰,王柏生.GFRP加固多孔砖砌体的抗震性能试验研究[J].新型墙体材料与施工,2005,(2):28-31.
[24]Albert ML,Elwi AA,Cheng JJR.Strengthening of unre-inforced masonry walls using FRPs.ASCE J Compos Con-struct 2001,5(2):76-84.
[25]Kuzik MD,Elwi AA,Cheng JJR.Cyclic Flexure tests ofmasonry walls with GFRP sheets.In:Proceedings of theNinth Canadian Masonry Symposium,on CD ROM,2001.
[26]Kuzik MD,Elwi AA,Cheng JJR.Numerical model forflexure response of masonry walls reinforced with GFRPsheets.In:Proceedings of the Ninth Canadian MasonrySymposium,on CD ROM,2001.
[27]Kuzik MD,Elwi AA,Cheng JJR.Cyclic flexure tests ofmasonry walls reinforced with galss fiber reinforced poly-mer Sheets.ASCE J Compos Construct 2003,7(1):20-30.
[28]Kiss RM,Kollar LP,Jai J,Krawinkler H.FRP strength-ened masonry beams.Part 1-model[J].J Compos Mater2002,36(5):521-36.
[29]Kiss RM,Kollar LP,Jai J,Krawinkler H.Masonrystrengthened with FRP subjected to combined bending andcompression.PartⅡ:Test results and model predictions[J].Compos Mater 2002,36(9):1049-63.
[30]Tan KHF,Patoary MKH.Strengthening of masonry wallsagainst out-of-plane loads using fiber-reinforced poly-mer reinforcement[J].ASCE J Compos Construct 2004,8(1):79-87.
[31]叶芳菲,顾祥林,张伟平,欧阳煜.碳纤维板加固砖墙抗剪性能的有限元分析[J].结构工程师,2005,21(3):19-24.
[32]顾祥林,叶芳菲,张伟平,欧阳煜.CFRP板加固砖墙的抗剪承载力[J].结构工程师,2005,21(6):64-67.
[33]X L Gu(X L Gu,Y Ouyang,W P Zhang,et al.SeismicBehavior of Masonry Structural Walls Strengthened withCFRP Plates,Fiber-Reinforced Polymer Reinforcementfor Concrete Structures(Proceedings of the Sixth Interna-tional Symposium on FRP Reinforcement for ConcreteStructure),V 2,Singapore,2003,1259-1268)
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