FRP约束混凝土柱发展现状简述
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摘要
作为一种在土木工程中开始被广泛应用的新型结构材料,FRP具有轻质、高强、抗腐蚀和耐疲劳等优点,近年来备受国内外土木工程界的关注。简要介绍了FRP约束混凝土在土木工程中的应用,并对其研究现状进行简述,最后探讨了值得进一步深入研究的若干关键问题。
As a new strutural material to be used in building constructions and bridge constructions, FRP composites have received increasing interests in recent years. The advantages of utilizing FRP in engineering over conventional materials are summarized as, lightweight, high tensile strength, corrosion immunity and high fatigue strength. The application and research of FRP composites in civil engineering are reviewed briefly. Several key issues of FRP-confined concrete column,which are worth to research further are discussed.
As a new strutural material to be used in building constructions and bridge constructions, FRP composites have received increasing interests in recent years. The advantages of utilizing FRP in engineering over conventional materials are summarized as, lightweight, high tensile strength, corrosion immunity and high fatigue strength. The application and research of FRP composites in civil engineering are reviewed briefly. Several key issues of FRP-confined concrete column,which are worth to research further are discussed.
引文
1 TengJG,ChenJF,SmithST,LamL.FRPStrengthenedRC Structures.JohnWiley&Sons,Ltd.2002
2 BakisCE,BankLC,Brown,VLetal.Fiber ReinforcedPolymer CompositesforConstruction———State of the ArtReview.Journalof CompositesforConstruction,ASCE,2002,6(2):73～87
3 RizkallaSami,HassanT,HassanN.DesignRecommendationsforthe UseofFRPforReinforcementandStrengtheningofConcreteStructures.Prog.Struct.EngngMater.,2003,5(1):16～28
4 于 清,陶 忠.纤维塑料约束混凝土柱抗震性能研究综述.地震工程与工程振动,2002,22(2):66～72
5 龙海燕,肖建庄,石雪飞.纤维增强材料加固柱型构件性能评述.建筑技术开发,2002,29(7):3～6
6 王苏岩,韩克双.纤维增强复合材料(FRP)加固柱的性能研究进展.地震工程与工程振动,2004,24(1):97～104
7 吴智深.FRP复合材料在基础工程设施的增强和加固方面的现状及发展.见:中国首届纤维增强复合材料(FRP)混凝土结构学术交流会,北京,2000.5～20
8 ACICommittee440.State of the Art ReportonFiberReinforcedPlasticfor ConcreteStructures.Detroit,Michigan,AmericanConcreteInstitute,1996
9 SeibleF,KarbhariVM,BurguenoR.KingsStormwaterChannelandI5GilmanBridges,USA.JournaloftheInternationalAssociationforBridge andStructuralEngineering,1999,9(4):1～15
10 TengJG,LamL.BehaviorandModelingofFiberReinforcedPolymer ConfinedConcrete.JournalofStructuralEngineering,ASCE,2004,130(11):1713～1723
11 MontoyaE,VecchioFJ,SheikhSA.NumericalEvaluationofthe BehaviourofSteelandFRP ConfinedConcreteColumnsUsing CompressionFieldModeling.EngineeringStructures,2004,26(11):1535～1545
12 RectangularFilament WoundGlassFiberReinforcedPolymerTubes FilledwithConcreteunderFlexuralandAxialLoading:Analytical Modeling.JournalofCompositesforConstruction,ASCE,2005,9(1):34～43
13 于 清.FRP约束混凝土柱力学性能研究:[硕士学位论文].哈尔滨:哈尔滨工业大学,2002
14 金熙男,潘景龙,刘广义,等.增强纤维约束混凝土轴压应力-应变关系实验研究.建筑结构学报,2003,24(4):47～53
15 吴 刚,吕志涛.FRP约束混凝土圆柱无软化段时的应力-应变关系研究.建筑结构学报,2003,24(5):1～9
16 陶 忠,高 献,于 清,等.FRP约束混凝土应力-应变关系计算.工程力学,2005,22(4)
17 ChaallalO,ShahawyM.PerformanceofFiber ReinforcedPolymer WrappedReinforcedConcreteColumnunderCombinedAxial Flexural Loading.ACIStructuralJournal,2000,97(4):659～668
18 AmirZF.Concrete FilledFiberReinforcedPolymerTubesforAxialand FlexuralStructuralMembers.Doctor′sdegreethesis,TheUniversityof Manitoba,Winnipeg,Manitoba,2000
19 MirmiranA,ShahawyM,SamaanM.StrengthandDuctilityofHybrid FRP ConcreteBeam Columns.JournalofStructuralEngineering,ASCE,1999,125(10):1085～1093
20 李 明,陆洲导,王李果.玻璃钢围覆加固钢筋混凝土偏心受压柱的试验研究.土木工程学报,2000,33(3):38～41
21 丁洪涛.粘贴碳纤维布钢筋混凝土偏心受压柱试验与研究:[硕士学位论文].长沙:湖南大学,2003
22 陶 忠,于 清,韩林海,等.FRP约束钢筋混凝土圆柱力学性能的试验研究.建筑结构学报,2004,25(6):75～82
23 陶 忠,于 清,滕锦光.FRP约束方形截面钢筋混凝土偏压长柱的试验研究.工业建筑,2005,35(9):5～7
24 于 清,韩林海,张 铮.碳纤维约束混凝土压弯构件承载力计算方法研究.土木工程学报,2004,37(10):33～40
25 NaguibW,MirmiranA.Time DependentBehaviorofFiber Reinforced Polymer ConfinedConcreteColumnsunderAxialLoads.ACIStructural Journal,2002,99(2):142～148
26 Naguib,W,MirmiranA.CreepAnalysisofAxiallyLoadedFiber ReinforcedPolymer ConfinedConcreteColumns.JournalofEngineering Mechanics,ASCE,2003,129(11):1308～1319
27 于 清,韩林海,张 铮.长期荷载作用对FRP约束混凝土轴心受压构件力学性能的影响.中国公路学报,2003,16(3):58～63
28 于 清,陶 忠,张 铮.长期荷载作用下FRP约束混凝土偏压构件的变形影响因素分析.工业建筑,2005,35(9):8～10
29 PriestleyMJN,SeibleF,FyfeE.ColumnSeismicRetrofitUsing Fibreglass EpoxyJackets.AdvancedCompositeMaterialsinBridgesand Structures(EditedbyNealeKWandLabossiereP),CanadianSociety forCivilEngineering,1992
30 NanniA,NorrisMS.FRPJacketedConcreteunderFlexureand CombinedFlexure Compression.ConstructionandBuildingMaterials,1995,9(5):273～281
31 SaadatmaneshH,EhsaniMR,JinL.SeismicStrengtheningofCircular BridgePierModelswithFiberComposites.ACIStructuralJournal,1996,93(6):639～647
32 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.见:中国首届纤维增强复合材料(FRP)混凝土结构学术交流会论文集:北京.2000:113～117
33 张 柯,岳清瑞,赵树红,等.碳纤维布加固混凝土柱改善延性的试验研究.工业建筑,2000,30(2):237～241
34 赵 彤,谢 剑.碳纤维布补强加固混凝土结构新技术.天津:天津大学出版社,2001
35 高 献,陶 忠,杨有福.大轴压比下FRP约束混凝土柱滞回性能试验研究.工业建筑,2005,35(9)
36 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.工业建筑,2005,35(9)
37 DaviesJM,WangYC,WongPMH.PolymerCompositesinFire.ProceedingsofAdvancedPolymerCompositesforStructuralApplications inConstruction,Guildford,Surrey,UK,2004.3～17
38 BisbyLA,GreenMF,KodurVKR.ModelingtheBehaviorofFiber ReinforcedPolymer ConfinedConcreteColumnsExposedtoFire.Journal ofCompositesforConstruction,ASCE,2005,9(1):15～24
39 TengJG,YuT,WongYL.HybridFRP Concrete SteelDouble Skin TubularColumns:StubColumnTests.ProceedingsoftheSecond InternationalConferenceonSteel&CompositeStructures,Seoul,Korea,2004.228
40 顾 威,关崇伟,赵颖华,等.CFRP圆钢复合管混凝土轴压短柱试验研究.沈阳建筑工程学院学报(自然科学版),2004,20(2):118～120
41 XiaoYan.ApplicationsofFRPCompositesinConcreteColumns.AdvancesinStructuralEngineering,2004,7(4):335～343
42 陶 忠,庄金平,于 清.FRP约束钢管混凝土轴压构件力学性能研究.工业建筑.2005,35(9)
2 BakisCE,BankLC,Brown,VLetal.Fiber ReinforcedPolymer CompositesforConstruction———State of the ArtReview.Journalof CompositesforConstruction,ASCE,2002,6(2):73～87
3 RizkallaSami,HassanT,HassanN.DesignRecommendationsforthe UseofFRPforReinforcementandStrengtheningofConcreteStructures.Prog.Struct.EngngMater.,2003,5(1):16～28
4 于 清,陶 忠.纤维塑料约束混凝土柱抗震性能研究综述.地震工程与工程振动,2002,22(2):66～72
5 龙海燕,肖建庄,石雪飞.纤维增强材料加固柱型构件性能评述.建筑技术开发,2002,29(7):3～6
6 王苏岩,韩克双.纤维增强复合材料(FRP)加固柱的性能研究进展.地震工程与工程振动,2004,24(1):97～104
7 吴智深.FRP复合材料在基础工程设施的增强和加固方面的现状及发展.见:中国首届纤维增强复合材料(FRP)混凝土结构学术交流会,北京,2000.5～20
8 ACICommittee440.State of the Art ReportonFiberReinforcedPlasticfor ConcreteStructures.Detroit,Michigan,AmericanConcreteInstitute,1996
9 SeibleF,KarbhariVM,BurguenoR.KingsStormwaterChannelandI5GilmanBridges,USA.JournaloftheInternationalAssociationforBridge andStructuralEngineering,1999,9(4):1～15
10 TengJG,LamL.BehaviorandModelingofFiberReinforcedPolymer ConfinedConcrete.JournalofStructuralEngineering,ASCE,2004,130(11):1713～1723
11 MontoyaE,VecchioFJ,SheikhSA.NumericalEvaluationofthe BehaviourofSteelandFRP ConfinedConcreteColumnsUsing CompressionFieldModeling.EngineeringStructures,2004,26(11):1535～1545
12 RectangularFilament WoundGlassFiberReinforcedPolymerTubes FilledwithConcreteunderFlexuralandAxialLoading:Analytical Modeling.JournalofCompositesforConstruction,ASCE,2005,9(1):34～43
13 于 清.FRP约束混凝土柱力学性能研究:[硕士学位论文].哈尔滨:哈尔滨工业大学,2002
14 金熙男,潘景龙,刘广义,等.增强纤维约束混凝土轴压应力-应变关系实验研究.建筑结构学报,2003,24(4):47～53
15 吴 刚,吕志涛.FRP约束混凝土圆柱无软化段时的应力-应变关系研究.建筑结构学报,2003,24(5):1～9
16 陶 忠,高 献,于 清,等.FRP约束混凝土应力-应变关系计算.工程力学,2005,22(4)
17 ChaallalO,ShahawyM.PerformanceofFiber ReinforcedPolymer WrappedReinforcedConcreteColumnunderCombinedAxial Flexural Loading.ACIStructuralJournal,2000,97(4):659～668
18 AmirZF.Concrete FilledFiberReinforcedPolymerTubesforAxialand FlexuralStructuralMembers.Doctor′sdegreethesis,TheUniversityof Manitoba,Winnipeg,Manitoba,2000
19 MirmiranA,ShahawyM,SamaanM.StrengthandDuctilityofHybrid FRP ConcreteBeam Columns.JournalofStructuralEngineering,ASCE,1999,125(10):1085～1093
20 李 明,陆洲导,王李果.玻璃钢围覆加固钢筋混凝土偏心受压柱的试验研究.土木工程学报,2000,33(3):38～41
21 丁洪涛.粘贴碳纤维布钢筋混凝土偏心受压柱试验与研究:[硕士学位论文].长沙:湖南大学,2003
22 陶 忠,于 清,韩林海,等.FRP约束钢筋混凝土圆柱力学性能的试验研究.建筑结构学报,2004,25(6):75～82
23 陶 忠,于 清,滕锦光.FRP约束方形截面钢筋混凝土偏压长柱的试验研究.工业建筑,2005,35(9):5～7
24 于 清,韩林海,张 铮.碳纤维约束混凝土压弯构件承载力计算方法研究.土木工程学报,2004,37(10):33～40
25 NaguibW,MirmiranA.Time DependentBehaviorofFiber Reinforced Polymer ConfinedConcreteColumnsunderAxialLoads.ACIStructural Journal,2002,99(2):142～148
26 Naguib,W,MirmiranA.CreepAnalysisofAxiallyLoadedFiber ReinforcedPolymer ConfinedConcreteColumns.JournalofEngineering Mechanics,ASCE,2003,129(11):1308～1319
27 于 清,韩林海,张 铮.长期荷载作用对FRP约束混凝土轴心受压构件力学性能的影响.中国公路学报,2003,16(3):58～63
28 于 清,陶 忠,张 铮.长期荷载作用下FRP约束混凝土偏压构件的变形影响因素分析.工业建筑,2005,35(9):8～10
29 PriestleyMJN,SeibleF,FyfeE.ColumnSeismicRetrofitUsing Fibreglass EpoxyJackets.AdvancedCompositeMaterialsinBridgesand Structures(EditedbyNealeKWandLabossiereP),CanadianSociety forCivilEngineering,1992
30 NanniA,NorrisMS.FRPJacketedConcreteunderFlexureand CombinedFlexure Compression.ConstructionandBuildingMaterials,1995,9(5):273～281
31 SaadatmaneshH,EhsaniMR,JinL.SeismicStrengtheningofCircular BridgePierModelswithFiberComposites.ACIStructuralJournal,1996,93(6):639～647
32 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.见:中国首届纤维增强复合材料(FRP)混凝土结构学术交流会论文集:北京.2000:113～117
33 张 柯,岳清瑞,赵树红,等.碳纤维布加固混凝土柱改善延性的试验研究.工业建筑,2000,30(2):237～241
34 赵 彤,谢 剑.碳纤维布补强加固混凝土结构新技术.天津:天津大学出版社,2001
35 高 献,陶 忠,杨有福.大轴压比下FRP约束混凝土柱滞回性能试验研究.工业建筑,2005,35(9)
36 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.工业建筑,2005,35(9)
37 DaviesJM,WangYC,WongPMH.PolymerCompositesinFire.ProceedingsofAdvancedPolymerCompositesforStructuralApplications inConstruction,Guildford,Surrey,UK,2004.3～17
38 BisbyLA,GreenMF,KodurVKR.ModelingtheBehaviorofFiber ReinforcedPolymer ConfinedConcreteColumnsExposedtoFire.Journal ofCompositesforConstruction,ASCE,2005,9(1):15～24
39 TengJG,YuT,WongYL.HybridFRP Concrete SteelDouble Skin TubularColumns:StubColumnTests.ProceedingsoftheSecond InternationalConferenceonSteel&CompositeStructures,Seoul,Korea,2004.228
40 顾 威,关崇伟,赵颖华,等.CFRP圆钢复合管混凝土轴压短柱试验研究.沈阳建筑工程学院学报(自然科学版),2004,20(2):118～120
41 XiaoYan.ApplicationsofFRPCompositesinConcreteColumns.AdvancesinStructuralEngineering,2004,7(4):335～343
42 陶 忠,庄金平,于 清.FRP约束钢管混凝土轴压构件力学性能研究.工业建筑.2005,35(9)
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