预应力CFRP板加固混凝土结构的力学性能及温差与冻融影响研究
|
摘要
预应力CFRP加固钢筋混凝土结构技术能够较充分地利用CFRP的高强性能,改善被加固结构在工作阶段的使用性能,因此近年来得到了广泛的关注,众多学者开展了大量研究工作。但这些工作大多集中于预应力CFRP加固混凝土结构的受力性能,并且所用试件的尺寸往往较小,与真实结构存在一定差距。作为一种新型技术加固的结构,预应力CFRP加固的混凝土结构其在温度、冻融等环境因素作用下工作性能随时间变化的规律仍有待进一步认识。因此,本文针对预应力CFRP板加固混凝土结构的力学性能及温差与冻融影响开展了系统性的研究工作,包括：
(1)通过模型试验研究,系统考察了预应力CFRP加固大尺寸混凝土构件的力学性能：对比了非预应力FRP、预应力FRP加固梁的力学性能差异；分析了设计参数对加固桥梁受力性能的影响；探讨了初始应力、粘结性能等引起的加固桥梁破坏形态的演变规律及内在机理；提出了加固结构承载能力、刚度等的设计计算公式。
(2)通过加固实桥的现场长期监测研究,系统考察了温度作用下预应力CFRP板加固混凝土桥梁的力学性能：通过对已加固桥梁预应力CFRP板应变及梁顶、梁底温度变化的昼夜观测,在平截面等假设基础上,将温度变化下的混凝土应变按产生的原因分为温度自由应变、自约束应变和外约束应变,利用叠加原理推导得到了预应力CFRP板温度应变的计算公式。
(3)系统研究了冻融循环作用下预应力CFRP板加固钢筋混凝土梁的受力性能变化规律,探索了冻融循环和预应力水平对加固梁破坏形态、承载能力等的影响,并深入分析了冻融循环次数、混凝土强度、初始应力大小等影响因素对冻融环境下碳纤维片材-混凝土界面粘结性能的影响规律,明确了预应力碳纤维加固混凝土结构在冻融侵蚀环境下退化机理,提出了预应力CFRP加固钢筋混凝土梁的承载能力随冻融循环作用的计算模型。
(4)通过试验研究考察了CFRP-混凝土的界面粘结极限承载力、界面应力分布等界面粘结性能,分析了粘结长度等因素对界面粘结性能的影响；在试验研究基础上,建立了CFRP-混凝土界面粘结的有限元分析模型,通过有限元分析提出了界面粘结-滑移本构关系的拟合方法,比较了本文试验结果与目前主要几种粘结滑移本构关系的吻合程度,得到了符合本文试验的CFRP-混凝土界面粘结滑移本构模型。
The technique of strengthening reinforced concrete structure with prestressed CFRP laminates can make full use of the high tensile strength of CFRP and improve the service performance of the strengthened structure, and attracted much attention from researchers in recent years. However, these studies were conducted on the load-carrying behavior of the reinforced concrete structures strengthened with prestressed CFRP laminate, and the dimension of the specimens in the experimental works is often small, which results in the difference in the load-carrying behavior between the specimens and the actual structures. As the structures applied a new technique, the influence of temperature and freeze-thawing on the behavior of the reinforced concrete structures strengthened with prestressed CFRP plates needed be further studied. Therefore, in the presented paper the experimental studies of the reinforced concrete beams strengthened with prestressed CFRP plate were conducted. The mechanical behaviorin and influence on Temperature difference and freeze-thawing of the strengthened beams were researched as the following.
(1) Based on the test studies with the large-size specimens, the load-carrying behavior of the large-size reinforced concrete members was researched. The difference in the behavior of the beams strengthened with prestressed and non-prestressed CFRP plate was analyzed, and the effect of the initial stress and the bonding capacity of the CFRP-concrete interface on the failure mode of the strengthened beams were discussed. Moreover, the calculation formulas of the load-carrying capacity and the flexural stiffness of the strengthened beams were presented.
(2) Through on-the-spot long-term monitoring study on strengthening real bridge, the mechanical property of prestressed CFRP plates strengthening concrete bridge under the temperature was investigated. Through diurnal observation of strain of prestressed CFRP plates of the reinforced bridge, and the temperature variation of beam top and beam bottom, based on the plane surface assumption, the concrete strain under temperature changes was divided into temperature free strain, self-constrained strain and external constrain strain according to the causing reasons. Furthermore, by using superposition principle, the calculation formula of prestressed CFRP plates temperature strain was derived.
(3) The stress behavior variation law of prestressed CFRP plates strengthening steel bar concrete beams under the effect of freeze-thaw cycles was studied. Rechered the effects of freeze-thawing cycles and prestress level on the failure mode and load capacity of strengthened, beams The influential law of freeze-thawing cycles frequency, concrete intensity, magnitude of stress and other factors on carbon fiber plate-concrete interface bonding performance was analyzed. The degradation mechanism of prestressed carbon fiber strenthening concrete structure under the freeze-thaw erosion environment was determined. The calculation model of the loading capacity of prestressed CFRP strenthening steel bar concrete beams functioning with freeze-thaw cycles was presented.
(4) Through experimental research, the CFRP-concrete interface bonding behavior of ultimate loading capacity, interface strain distribution and others was examined and the effects of factors of bonding length and others on interface bonding behavior were analyzed. Based on the experimental research, the finite element analysis model of CFRP-concrete interface bonding was built. With the finite element analysis, the fitting method of interface bond-slip relations was given to compare the coincide degree of experimental results of this paper with the main bond-slip relations at present, from which a CFRP-concrete interface bond-slip model in accordance with the experiments in this paper was calculated.
(1)通过模型试验研究,系统考察了预应力CFRP加固大尺寸混凝土构件的力学性能：对比了非预应力FRP、预应力FRP加固梁的力学性能差异；分析了设计参数对加固桥梁受力性能的影响；探讨了初始应力、粘结性能等引起的加固桥梁破坏形态的演变规律及内在机理；提出了加固结构承载能力、刚度等的设计计算公式。
(2)通过加固实桥的现场长期监测研究,系统考察了温度作用下预应力CFRP板加固混凝土桥梁的力学性能：通过对已加固桥梁预应力CFRP板应变及梁顶、梁底温度变化的昼夜观测,在平截面等假设基础上,将温度变化下的混凝土应变按产生的原因分为温度自由应变、自约束应变和外约束应变,利用叠加原理推导得到了预应力CFRP板温度应变的计算公式。
(3)系统研究了冻融循环作用下预应力CFRP板加固钢筋混凝土梁的受力性能变化规律,探索了冻融循环和预应力水平对加固梁破坏形态、承载能力等的影响,并深入分析了冻融循环次数、混凝土强度、初始应力大小等影响因素对冻融环境下碳纤维片材-混凝土界面粘结性能的影响规律,明确了预应力碳纤维加固混凝土结构在冻融侵蚀环境下退化机理,提出了预应力CFRP加固钢筋混凝土梁的承载能力随冻融循环作用的计算模型。
(4)通过试验研究考察了CFRP-混凝土的界面粘结极限承载力、界面应力分布等界面粘结性能,分析了粘结长度等因素对界面粘结性能的影响；在试验研究基础上,建立了CFRP-混凝土界面粘结的有限元分析模型,通过有限元分析提出了界面粘结-滑移本构关系的拟合方法,比较了本文试验结果与目前主要几种粘结滑移本构关系的吻合程度,得到了符合本文试验的CFRP-混凝土界面粘结滑移本构模型。
The technique of strengthening reinforced concrete structure with prestressed CFRP laminates can make full use of the high tensile strength of CFRP and improve the service performance of the strengthened structure, and attracted much attention from researchers in recent years. However, these studies were conducted on the load-carrying behavior of the reinforced concrete structures strengthened with prestressed CFRP laminate, and the dimension of the specimens in the experimental works is often small, which results in the difference in the load-carrying behavior between the specimens and the actual structures. As the structures applied a new technique, the influence of temperature and freeze-thawing on the behavior of the reinforced concrete structures strengthened with prestressed CFRP plates needed be further studied. Therefore, in the presented paper the experimental studies of the reinforced concrete beams strengthened with prestressed CFRP plate were conducted. The mechanical behaviorin and influence on Temperature difference and freeze-thawing of the strengthened beams were researched as the following.
(1) Based on the test studies with the large-size specimens, the load-carrying behavior of the large-size reinforced concrete members was researched. The difference in the behavior of the beams strengthened with prestressed and non-prestressed CFRP plate was analyzed, and the effect of the initial stress and the bonding capacity of the CFRP-concrete interface on the failure mode of the strengthened beams were discussed. Moreover, the calculation formulas of the load-carrying capacity and the flexural stiffness of the strengthened beams were presented.
(2) Through on-the-spot long-term monitoring study on strengthening real bridge, the mechanical property of prestressed CFRP plates strengthening concrete bridge under the temperature was investigated. Through diurnal observation of strain of prestressed CFRP plates of the reinforced bridge, and the temperature variation of beam top and beam bottom, based on the plane surface assumption, the concrete strain under temperature changes was divided into temperature free strain, self-constrained strain and external constrain strain according to the causing reasons. Furthermore, by using superposition principle, the calculation formula of prestressed CFRP plates temperature strain was derived.
(3) The stress behavior variation law of prestressed CFRP plates strengthening steel bar concrete beams under the effect of freeze-thaw cycles was studied. Rechered the effects of freeze-thawing cycles and prestress level on the failure mode and load capacity of strengthened, beams The influential law of freeze-thawing cycles frequency, concrete intensity, magnitude of stress and other factors on carbon fiber plate-concrete interface bonding performance was analyzed. The degradation mechanism of prestressed carbon fiber strenthening concrete structure under the freeze-thaw erosion environment was determined. The calculation model of the loading capacity of prestressed CFRP strenthening steel bar concrete beams functioning with freeze-thaw cycles was presented.
(4) Through experimental research, the CFRP-concrete interface bonding behavior of ultimate loading capacity, interface strain distribution and others was examined and the effects of factors of bonding length and others on interface bonding behavior were analyzed. Based on the experimental research, the finite element analysis model of CFRP-concrete interface bonding was built. With the finite element analysis, the fitting method of interface bond-slip relations was given to compare the coincide degree of experimental results of this paper with the main bond-slip relations at present, from which a CFRP-concrete interface bond-slip model in accordance with the experiments in this paper was calculated.
引文
[1]国家工业建筑诊断与改造工程技术研究中心.碳纤维片材加固混凝土结构技术规程CECS146：2003.北京：中国工程建设标准化协会,2002,1-3
[2]交通部公路科学研究所.桥梁结构用碳纤维片材JT/T532-2004.北京：中华人民共和国交通部,2004,1-5
[3]中冶集团建筑研究总院国家工业建筑诊断与改造工程技术研究中心.结构加固修复用碳纤维片材JG/T167-2004.北京：中华人民共和国建设部,2004,1-6
[4]中冶集团建筑研究总院.纤维片材加固修复结构用粘接树脂JG/T166-2004.北京：中华人民共和国建设部,2005,1-7
[5]中冶集团建筑研究总院-纤维增强复合材料建设工程应用技术规范GB50608-2010.中华人民共和国住房与城乡建设部,2011
[6]Scott Thomas Smith, Mark Andrew Bradford. Local buckling of side plated reinforced concrete beam [J]. Journal of Structural Engineering, June 1999:p622-634
[7]Mahmoud T,Joseph W,Tedesco.Analysis of reinforced concrete beams strengthened with FRP laminates.Journal of Structural Engineering,June 2000:p 684-692
[8]Wendel M,Sebastian.Significance of midspan debonding failure in FRP plated concrete beams. Journal of Structural Engineering, July 2001:pp792-798
[9]Vincezao Colotti, Giuseppe Spadea. Shear strength of RC beams strengthened with bonded steel or FRP plates. Journal of Structural Engineering,April 2001:p 367-379
[10]谭壮,叶列平.FRP加固混凝土结构剥离问题研究综述.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,2002(7)：229-234
[11]邢建英,杨勇新.FRP加固构件的粘结机理综述.福建建筑,2008(6)：45-48
[12]肖建庄，李杰，魏锦涛.纤维布布与混凝土之间粘结力的试验方法研究.玻璃钢/复合材料,2002(3)：3-6
[13]姚谏,滕锦光.FRP复合材料与混凝土的粘结强度试验研究.建筑结构学报,2003,24(5)：10-23
[14]Micheal J,Chajes,Willian W,Finch,Ted F Januszka,Theodore A,Thomson.Bond and force transfer of composite material plates bonded to concrete.ACI Structural Journal,1996,93(2),208-217
[15]郭樟根,孙伟民,闵珍.FRP与混凝土界面粘结性能的试验研究.南京工业大学 学报,2006,28(6)：37-42
[16]杨勇新,岳清瑞,胡云昌.碳纤维布与混凝土粘结性能的试验研究.建筑结构学报,2001,22(3)：36-42
[17]李艳,刘泽军,胡春红.碳纤维片材抗弯加固钢筋混凝土梁剥离界面剪应力试验研究.河南理工大学学报(自然科学版),2007,26(6)：700-706
[18]李荣,滕锦光,岳清瑞.嵌入式CFRP板条-混凝土界面粘结性能的试验研究.工业建筑,2005,35(8)31-34
[19]方恩权等.碳纤维布与混凝土界面粘结性能试验研究.郑州大学,2005
[20]曹双寅,潘建伍,陈建飞等.外贴纤维与混凝土结合面的粘结滑移关系.建筑结构学报,2006,27(1)：99-105
[21]Wu Z S,Yuan H,Kojima Y,et al. Experimental and analytical studies on peeling and spilling resistance of unidirectional FRP sheets bonded to concrete[J]. Composites Science and Technology,2005,65(7-8):1088-1097.
[22]Harmon T G,Kim Yoo Jac,Kacdos John,Bond of surface-mounted fiber-reinforced polymer reinforced for concrete structures.Structural Journal, ACI,2003:557-564
[23]Roberts T M. Approximate Analysis of Shear and Normal Stress Concentration in the Adhesive Layer of Plated RC Beams.Structural Engineering,1989(12): 228-233
[24]Amir M,Malek,Hamid Saadatmanesh,Mohammad R,Ehsani.Prediction of Failure Load of RC Beams Strengthened with FRP Plate Due to Stress, Concentration at the Plate End. ACI Structural Journal,1998(3-4):142-153
[25]Christopher K Y,Leung. Delamination Failure in Concrete Beams Retrofitted with A Bonded Plate. Journal of Materials in Civil Engineering,2001(3-4):106-133
[26]Rabinovitch O,Frostig Y. High2Order Approach for the Control of Edge Stresses in RC Beams Strengthened with FRP Strips. Journal of Structural Engineering, 2001(7):799-809
[27]Raoof M,Hassanen M A.Peeling Failure of Reinforced Concrete Beams with Fiber2Reinforced Plastic or Steel Plates Glued to Their Soffits.Engineering Structure and Building,2000(8):291-305
[28]Mahmoud T,EI2Mihilmy,Joseph W,Tedesco.Prediction of Anchorage Failure for Reinforced Concrete Beams Strengthened with Fiber2Reinforced Polymer Plates.ACI Structural Joumal,2001,(5-6):301-314
[29]Nakaba K,Toshiyuki K,Tomoki F,Hiroyuki Y.Bond behavior between fiber-reinforced polymer laminates and concrete,ACI Structural Journal.2001. 98 (3).359-367
[30]Savioa M,Farracuti B, Mazzotti C.Non-linear bond-slip law for FRP-concrete interface.Proc.6th International Symposium on FRP Reinforcement for Concrete Structures World Scientific Publications,Singapore,2003163-172
[31]Monti M,Renzelli M,Luciani P.FRP adhesion in uncracked and cracked concrete zones,Proc.6th International Symposium on FRP Reinforcement for Concrete Structures World Scientific Publications,Singapore,2003
[32]Dai J G,Ueda T.Local bond stress slip relations for FRP sheets-concrete interfaces,Proc.6th International Symposium on FRP Reinforcement for Concrete Structures World Scientific Publications, Singapore,2003143-152
[33]Ueda T,Dai J G,Sato Y. A nonlinear bond stress-slip relationship for FRP sheet-concrete interface,Proc.International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures,Kyoto, Japan, 2003113-120
[34]Lu X Z,Ye L P,Teng J G,et al.Meso-scale finite element model for FRP sheets/plates bonded to concrete.Engineering Structures,2005,27 (4):564-575
[35]Maeda T,Asano Y,Sato Y,Ueda T,Kakuta Y.A study on bond mechanism of carbon fiber sheet.Proc.3rd Int.Symp.Nonmetallic (FRP) Reinforcement for Concrete Structure. Japan Concrete Institute,Sapporo,2004,(1):279-285
[36]Chen J F,Teng J G.Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete.Journal of Structural Engineering.2001(7):784-891
[37]Chaallal O,Nollet M J,Perraton D.Strengthening of reinforced concrete beams with externally bonded fiber reinforced2plastic plates:Design guidelines for shear and flexure.Canada Journal of Civil Engineering,1998,25(4):692-704
[38]程永春,李春良,刘寒冰等.碳纤维与混凝土界面粘结应力计算方法.交通运输工程学报.2007,7(2)：46-49
[39]邓军,黄培彦.预应力CFRP板加固梁的界面应力分析.工程力学,2009,26(7)：78-88
[40]Neubauer U,Rostasy F.Bond failure of concrete fiber reinforced polymer plates at inclined cracks-experiments and fracture mechanics model.Proceedings of 4Th International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures,SP-188,Farmington Hills (MI):ACI; 1999:369-382
[41]Ali-Ahmad M,Subramaniam K,Ghosn M.Experimental investigationand fracture analysis of debonding between concrete and FRP sheets. Journal of Engineering Mechanics,2006,132(9):914-923
[42]Bizindavyi K W L,Neale M A,Erki.Experimental Investigation of Bonded Fiber Reinforced Polymer-Concrete Joints under Cyclic Loading.Journal of Composites for Construction,2003,7(2):127-134
[43]Yun Yanchun,Wu Yufei,Tang Waiching.Performance of FRP bonding systems under fatigue loading. Engineering Structures,2008(30)3129-3140
[44]Hunebum Ko,Yuichi Sato.Bond Stress-Slip Relationship between FRP Sheet and Concrete under Cyclic Load.Journal of Composites for Construction, 2007.7:419-426
[45]Catalin Gheorghiu, Pierre Labossie're,Jean Proulx.Response of CFRP-strengthened beams under fatigue with ifferent load amplitudes. Construction and Building MATERIALS,2007,21:756-763
[46]Al-Rousan R, Issa M. Fatigue performance of reinforced concrete beams strengthened with CFRP sheets. Construction and Building Materials,2011 (25) 3520-3529.
[47]Dai J G,Saito Y,Ueda T,et al. Static and Fatigue Bond Characteristics of Interfaces between CFRP Sheets and Frost Damage Experienced Concrete
[48]Yail J,Kim,Amir Fam,Andrew Kong,Mark F,Green.Flexural Strengthening of RC Beams using Steel Reinforced Polymer (SRP) Composites
[49]John Aidoo,Kent A,Harries,Michael F,Petrou.Fatigue Behavior of Carbon Fiber Reinforced Polymer-Strengthened Reinforced Concrete Bridge Girders.Journal of composites for construction,2004(8)501-509
[50]Christian Carloni,Kolluru V,Subramaniam,Marco Savoia,Claudio Mazzotti. Experimental determination of FRP-concrete cohesive interface properties under fatigue loading. Composite Structures,2011(10)1-9
[51]Yail J,Kim,Patrick J,et al.Fatigue Behavior of Externally Strengthened Concrete Beams with Fiber-Reinforced Polymers:State of the Art.Journal of composites for construction,2008(12)246-256
[52]Nigro E,Di Ludovico M.Bilotta A.Experimental Investigation of FRP-Concrete Debonding under Cyclic Actions.Journal of Materials in Civil Engineering, 2011,4:360-371
[53]Mazumdar S K,Mallick P K.Static and fatigue behavior of adhesive joints in SMC-SMC composites.Polymer Composites,1998,2(19):139-146
[54]彭晖,王博等.CFRP-混凝土界面粘结性能的疲劳性能试验研究.实验力学, 2014,29(2)：189-199
[55]Paul J,Fanning,Oliver Kelly.ULTIMATE RESPONSE OF RC BEAMS STRENGTHENED WITH CFRP PLATES. Journal of Composites for Construction,2001.5(2):122-127
[56]Hiroya Tamura,Ueda Tamon,Furuuchi Hitoshi,et al. EFFECT OF ADHESIVE THICKNESS ON BOND BEHAVIOUR OF CARBON FIBER SHEET UNDER STATIC AND FATIGUE LOADING.The Second Official International Conference of International Institute for FRP in Construction for Asia-Pacific Region,2009.12:241-246
[57]Tamon Ueda, Jianguo Dai,Yasuhiko Sato.A NONLINEAR BOND STRESS-SLIP RELATIONSHIP FOR FRP SHEET-CONCRETE INTERFACE.Proceedings of the International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures Japan Concrete Institute, 2003,7:1-8
[58]Julio C,Lopez-Gonzalez,Jaime Fernandez-G6mez,Enrique Gonzalez-Valle. Effect of Adhesive ThickNess and Concrete Strength on FRP-Concrete Bonds. Journal of Composites for Construction,2012,16:705-711
[59]Bo Gao, Jang-Kyo Kim,Christopher K Y, Leung,Effect of rubber modifier on interlaminar fracture toughness of CFRP-concrete interface.Composites Science and Technology,2003(63):883-892
[60]Mazumdar S K,Mallick P K.Static and fatigue behavior of adhesive joints in SMC-SMC composites.Polymer Composites,1998,2(19):139-146
[61]Rania Al-Hammoud,Khaled Soudki,Timothy H,et al. Fatigue Flexural Behavior of Corroded Reinforced Concrete Beams Repaired with CFRP Sheets. composites for construction.2011(1)45-51
[62]Garden H N,Hollaway L.An Experimental Study of the Strengthening of Reinforced Concrete beams using Prestressed Carbon Composite Plates.In Proc of the 7th International Conference on Extending the Life of Bridges,Civil+ Building Structures,London,1997,191-199
[63]Colombi P,Fava G,Poggi C.Structural Upgrade of Cast-Iron Beams Using Prestressed Carbon Fibre Reinforced Strips.In Proc of the Third International Conference on Composites in Construction,Lyon,France,2005,93-100
[64]Taljsten B,Hakan Nordin.Flexural Strengthening Of Concrete Beams with Prestressed CFRP Near Surface Mounted Reinforcement (NSMR),In Proc of the Third International Conference on Composites in Construction,Lyon,France, 2005,3-10
[65]张轲,叶列平,岳清瑞.预应力碳纤维布加固钢筋混凝土T形梁试验研究.工业建筑,2006,36(12)：86-95
[66]尚守平,彭晖,童桦等.预应力碳纤维布材加固混凝土受弯构件的抗弯性能研究.建筑结构学报,2003,24(5)：24-30
[67]彭晖,尚守平,金勇俊.预应力碳纤维板加固受弯构件的试验研究.工程力学,2008,25(5)：142-151
[68]郭馨艳,黄培彦,杨怡等.预应力FRP片材增强RC梁的界面应力分析.华南理工大学学报,2007,35(7)：1-5
[69]Deuring M.Post-Strengthening of Concrete Structures with Pretensioned Advanced Composites, published by the EMPA in German as EMPA Research Report No.224,1993:247-313
[70]Wight R C,Green M F,Erki M A. Post-Strengthening Concrete Beams with Prestressed FRP Sheets.In Proc of the 2nd International RILEM Symposium (FRP-CS-2),Ghent,1995,568-575
[71]Garden H N,Hollaway L.An experimental study of the strengthening of concrete beams using prestressed carbon composite plates.Structural Faults and Repair 97.Proceedings of the 7th International Conference on Extending the Life of Bridges,Civil and Building Structures.London,England:1997:191-199
[72]Garden H N,Hollaway L C.An experimental study of the failure modes of reinforced concrete beams strengthened with prestressed carbon composite plates.Composites,Part B,1998,29(4):411-424
[73]Christoph Czaderski, Masoud Motavalli.40-Year-old full-scale concrete bridge girder strengthened with prestressed CFRP plates anchored using gradient method. Composites,Part B:2007,38(7):878-886
[74]Dong-Suk Yang,Sun-Kyu Park,Kenneth W,et al.Flexural behaviour of reinforced concrete beams strengthened with prestressed carbon composites. Composite structures,2009,88(4),497-508
[75]郭馨艳,黄培彦,郑小红.预应力FRP加固RC梁的受力分析.华南理工大学学报(自然科学版),2005,33(7)：6-10
[76]梅力彪.张俊平.预应力碳纤维板加固混凝土梁的粘结锚固性能试验研究[J].工业建筑.2006,36(4)：15-18
[77]薛伟辰,曾磊,谭园.预应力CFRP板加固混凝土梁设计理论研究.建筑结构学报,2008,29(4)：127-133
[78]王兴国,陈红强,赫中营等.无粘结预应力CFRP板加固混凝土梁试验研究.建筑 结构学报,2010,2
[79]邓朗妮,张鹏,杨帆等.预应力碳纤维板加固混凝土结构预应力损失研.工业建筑,2012,42(9)：71-74
[80]卓静,杨宏.预应力碳纤维板加固钢筋混凝土T形梁的试验研究.建筑结构,2013,43：1420-1424
[81]Meier U,and Winistorfer A.Retrofitting of Structures through External Bonding of CFRP Sheets. In Proc of the 2nd International RILEM Symposium (FRPRCS-2), RILEM Proceedings 29 "Non-Metallic (FRP) Reinforcement for Concrete Structures",Ghent,1995,465-472
[82]Wight R G, Green M F,Erki M A.Tapered Transfer Zones for Prestressed FRP Sheets. In Proc of the 1995 Annual Conference of the Canadian Society for Civil Engineering,Ottawa,1995,1356-1364
[83]Wight R G,Green M F,Erki M A.Post-Strengthening Concrete Beams with Prestressed FRP Sheets.In Proc of the 2nd International RILEM Symposium (FRPRCS-2),RILEM Proceedings 29 "Non-Metallic (FRP) Reinforcement for Concrete Structures",Ghent,1995,568-575
[84]Wight R G,Green M F.Erki M A. Post-Strengthening Prestressed Concrete Beams with Prestressed FRP Sheets.In Proc of the 2nd Conference on Advanced Composite Materials in Bridges and Structures,ACMBS II,Montreal,1996, 449-456
[85]Izumo K M,Saeki N,AsamizuT.Strengthening Reinforced Concrete Beams by Using Prestressed Fiber Sheets.In Proc of the 3rd International Symposium on Non-Metallic (FRP) Reinforcement for Concrete Structures, Sapporo,1997,1: 379-386
[86]Wu Z,Matsuzaki T,Yokoyama K,et al.Retrofitting Method for Reinforced Concrete Structures with Externally Prestressed Carbon Fiber Sheets.In Proc of the 4th International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures (FRPRCS-4), Baltimore,1999,751-765
[87]叶列平,庄江波,曾确攀等.预应力碳纤维布加固钢筋混凝土T形梁的试验研究.工业建筑,2005,35(8)：7-12
[88]中国建筑科学研究院建筑材料研究所.普通混凝土长期性能和耐久性能试验方法GBJ82-85.北京：城乡建设环境保护部,1986,1-10
[89]谷木谦介.关于混凝土结构修复补强工程中碳纤维片的耐久性能.http://www.texida.com/kevankaifa/kvlw0104/kvlw0104.htm.2000-9-11
[90]Hutchinson A R,Hollaway L C. Environmental durability Strengthening Concrete Structures with Bonding Fiber-reinforced Composites.America: Woodhead Publishing Limited,1999,124-131
[91]Falabella,Neuner.Environmental Durability and Resin Stoichiometry Studies of TYFOS High Strength Column Wrapping System. America:Hexcel Tyfe Co.1993,1-10
[92]Steckel G L,Hawkins G F,Bauer J L.Environmental durability of composites for seismic retrofit of bridge columns.In:Proc of the Second International Conference on Fiber Composites in Infrastructure[C],Tucson,1998:460-475
[93]刘清霞.冻融条件下碳纤维片材加固混凝土柱性能研究：[郑州大学硕士学位论文].郑州：郑州大学水利工程学院,2005,10-15
[94]Armstrong K B. Effect of absorbed water in CFRP composites on adhesive bonding.Int.J.Adhesion and Adhesives,1996,16(1):21-28
[95]任慧韬,姚谦峰,胡安妮.纤维增强复合材料的耐久性能试验研究.建筑材料学报,2005,8(5)：520-526
[96]任慧韬,胡安妮,赵国藩.冻融循环对玻璃纤维布加固混凝土梁受力性能影响.土木工程学报,2004,37(4)：104-110
[97]高维未.玻璃纤维布加固混凝土梁耐久性能研究：[哈尔滨工业大学硕士学位论文].哈尔滨：哈尔滨工业大学土木工程学院,2006,29-33
[98]张新越,欧进萍.FRP筋酸碱盐介质腐蚀与冻融耐久性试验研究.武汉理工大学学报,2007,29(1)：33-36
[99]Garden H N,Hollaway L C,Thorne A M.A preliminary evaluation of carborn fiber reinforced polymer plates for strengthening reinforced concrete members.In:ICE Proc of Structures and Buidings,1997,127-142
[100]任慧韬,李彬,黄承逵.冻融循环和荷载耦合作用下CFRP(碳纤维增强聚合物)片材的耐久性试验研究.工程力学,2010,27(4)：202-207
[101]Mehta P K,Burrows R W.Building Durable Structures in the 21st Century. Concrete International,2001,3:57-63
[102]Lopez-Anido R,Michael A P,Sandford T C.Freeze-Thaw Resistance of Fiber-Reinforced Polymer Composites Adhesive Bonds with Underwater Curing Epoxy.Journal of Materials in Civil Engineering,2004,16(3):283-286
[103]Hutchinson A R,Hollaway L C.Environmental durability strengthening concrete structures with bonding fiber reinforced composites.Cambridge,UK:Woodhed Publishing Limited,1999
[104]梅雪,CFRP加固混凝土用粘结材料的增韧及耐久性研究.[清华大学硕士学位论文],北京：清华大学土木工程系,2005,50-55
[105]蔡光汀,陈君球,邹越等.混凝土粘钢补强用结构胶的耐久性研究.混凝土,2000,8：37-40
[106]李永德,朱明.FRP加固修复混凝上用粘结材料的研究(2)浸渍树脂.化学建材,2001,5：29-32
[107]Mukhopadhyaya P,Swamy R N,Lynsdale C J.Influence of aggressive exposure conditions on the behaviour of adhesive bonded concrete-GFRP joints. Construction and Building Materials,1998,12:427-446
[108]Qiao Pizhong,Xu Yingwu.Effects of Freeze-Thaw and Dry-Wet Conditionings on the Mode-I Fracture of FRP-Concrete Interface Bonds.Earth&Space,2004, 24:601-608
[109]Houssamt,YongDeng.Strength and durability performance of concrete axially loaded members confined with AFRP composite sheets composite sheets. Composites:Part B,2002,33:255-261
[110]Green M F, Bisby L A, Beaudoin Y, et al. Effect of freeze-thaw cycles on the bond durability, between fiber reinforced polymer plate reinforcement and concrete[J]. Civil Engineering,2000,27:949-959
[111]Karbhari V M,Rivera J,Dutta P K.Effect of short-term freeze-thaw cycling on composite confined concrete. Journal of Composites for Construction,2000, 191-197
[112]Falabella R,Neuner J.Environmental durability and resin stoichiometry studies of TYFOS high strength column wrapping systemfR]. Stamford,CT,USA:Report for Hexcel Tyfe Corporation,1993
[113]陈建伟,胡海涛,王希宾等.玄武岩纤维加固混凝土梁的冻融试验研究.青岛理工大学学报,2008,29(3)：27-30
[114]王苏岩,尹晓明,刘林.冻融环境下CFRP-高强混凝土抗剪性能试验研究.建筑结构学报,2008,增刊：176-180
[115]王苏岩,尹晓明,刘林.持载作用下CFRP-高强混凝土界面的抗冻性能.沈阳建筑大学学报,2009,25(5)：834-841
[116]施嘉伟,朱虹,吴智深等.冻融循环与荷载耦合作用下FRP-混凝土粘结界面性能的试验研究.工业建筑,2007,增刊：330-334
[117]喻林,钱向东,吴晓辉.冻融环境对CFRP加固混凝土梁疲劳性能的影响.混凝土,2012,5：27-28,31
[118]李彬.环境与荷载共同作用下FRP加固混凝土耐久性.[大连理工大学博士学位论文].大连：大连理工大学结构工程系,2009,80-86
[119]任慧韬,胡安妮,赵国藩.纤维增强塑料与混凝土粘结抗冻融性能研究.大连理 工大学学报,2003,43(4)：495-499
[120]李松辉,王松根等.CFRP加固钢筋混凝土梁正截面强度计算方法研究.公路交通科技,2002,19(6)：88-91
[121]彭晖.预应力碳纤维片材加固钢筋混凝土受弯构件的性能研究[湖南大学博士论文].长沙,湖南大学,2006.
[122]GB50010-2002混凝土结构设计规范.北京：中国建筑工业出版社,2002
[123]钱伟,高丹盈.预应力碳纤维加固钢筋混凝土梁正截面承载力计算方法.建筑科学,2006,22(5)：10-14
[124]刘兴法.混凝土结构的温度应力分析.北京：人民交通出版社,1991,73-78
[125]许巍,陈力,张钱城等.粘结界面力学行为及其表征.中国科学：技术科学,2012,42：1361-1376
[126]施士升.冻融循环对混凝土力学性能的影响.土木工程学报,1997,30(4)：35-42
[127]住金鹏,李术才,刘宪波等.冻融环境下混凝土力学性能退化模型.建筑科学与工程学报,2009,26(1)：62-67
[128]李福海,赵人达,叶跃忠.冻融环境下混凝土抗侵蚀性能研究.工业建筑,2010,40(6)：1-4
[129]高怀帅,宋玉普,谭丽坤.普通混凝土冻融循环后性能的试验研究.混凝土与水泥制品.2005.2：9-11
[130]Raoof M,Hassanen M A.Peeling Failure of Reinforced Concrete Beams with Fiber-Reinforced Plastic or Steel Plates Glued to Their Soffits.Engineering Structure and Building,2000,8:291-305
[131]Mahmoud T,E1-Mihilmy,Joseph W,et al.Prediction of Anchorage Failure for Reinforced Concrete Beams Strengthened with Fiber-Reinforced Polymer Plates. ACI Structural Journal,2001,98(3):301-314
[132]Roberts T M.Approximate Analysis of Shear and Normal Stress Concentration in the Adhesive Layer of Plated RC Beams.Structural Engineering, 1998,(12):228-233
[133]Amir M,Malek,Hamid Saadatmanesh,et al. Prediction of Failure Load of RC Beams Strengthened with FRP Plate Due to Stress Concentration at Plate End. ACI Structural Journal,1998,95(1):142-153
[134]Christopher K Y,Leung.Delamination Failure in Concrete Beams Retrofitted with A Bonded Plate[J]. Journal of Materials in Civil Engineering,2001,13(2): 106-133
[135]O.Rabinovitch,Frosting Y.High-Order Approach for the Control of Edge Stresses in RC Beams Strengthened with FRP Strips.Journal of Structural Engineering,2001,127(7):799-809
[136]ACI 440.2R-02.Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures,American Concrete Institute Committee 440,technical committee document 440.2R-02,USA,2002
[137]JSCE. Recommendations for Upgrading of Concrete Structures with Use of Continuous Fiber Sheets. Japan Society of Civil Engineers,Concrete Engineering Series 41,2001
[138]Amir M,Malek,Hamid Saadatmanesh, et al. Prediction of Failure Load of RC Beams Strengthened with FRP Plate Due to Stress Concentration at Plate End. ACI Structural Journal,1998,95(l):142-153
[139]杨勇新,岳清瑞,叶列平等.碳纤维布加固混凝土梁的剥离破坏.工程力学,2004,21(5)：150-155
[140]滕锦光.FRP加固混凝土结构.北京：中国建筑工业出版社,2005：56-75
[141]过镇海.钢筋混凝土原理.北京：清华大学出版社,1999
[142]陆新征,滕锦光.FRP.加固混凝土梁受弯剥离破坏的有限元分析.建筑结构学报,2003,24(5)：10-17
[143]彭晖,尚守平,张建仁等.预应力碳纤维板加固T梁的试验与理论研究.公路交通科技,2009,26(10)：59-65
[144]彭晖,尚守平等.预应力碳纤维板加固受弯构件的试验研究.工程力学,2008,25(5)：142-150
[145]Bouchikhi A S,Lousdad A,Megueni A.On the reduce of interfacial shear stresses in fiber reinforced polymer plate retrofitted concrete beams.Materials and Design,2010,(31):1508-1515
[146]杨奇飞.FRP-混凝土粘结界面研究的两个重要问题.汕头大学,2009
[147]叶锋,姚谏,板宽对FRP-混凝土粘结界面应力影响的三维有限元分析.科技通报,2008,24(6).853-859
[148]陆新征,叶列平,滕锦光.FRP-混凝土界面粘结滑移本构模型.建筑结构学报,2005,26(4)：10-18
[149]李春霞,晏石林,周毓倩.CFRP抗弯加固混凝土梁的界面应力分析.武汉理工大学学报,2010,32(23)：35-38
[150]NAKABA K,TOSHIYUKI K,TOMOKI F,et al.Bond behavior between fiber2reinforced polymer laminates and concrete.ACI Structural Journal,2001, 98(3):359-367
[151]Lu X Z,Teng J G,Ye L P,et al. r Intermediate crack debonding in FRP-strengthened RC beams:FE analysis and strength model.Compos.Constr.2007,112,161-174
[152]Ahmed Godat,Pierre Labossiere,Kenneth W Neale,et al.Behavior of RC members strengthened in shear with EB FRP:Assessment of models and FE simulation approaches.Computers and Structures 92-93(2012)269-282
[153]Dai J G,Ueda T.Local bond stress relations for FRP sheets-concrete interface. In:pro.of 6 th internation symposium on FRP reinforcement for concrete structures.Singapore:WorldScientific Publications;2003.p.143-52
[2]交通部公路科学研究所.桥梁结构用碳纤维片材JT/T532-2004.北京：中华人民共和国交通部,2004,1-5
[3]中冶集团建筑研究总院国家工业建筑诊断与改造工程技术研究中心.结构加固修复用碳纤维片材JG/T167-2004.北京：中华人民共和国建设部,2004,1-6
[4]中冶集团建筑研究总院.纤维片材加固修复结构用粘接树脂JG/T166-2004.北京：中华人民共和国建设部,2005,1-7
[5]中冶集团建筑研究总院-纤维增强复合材料建设工程应用技术规范GB50608-2010.中华人民共和国住房与城乡建设部,2011
[6]Scott Thomas Smith, Mark Andrew Bradford. Local buckling of side plated reinforced concrete beam [J]. Journal of Structural Engineering, June 1999:p622-634
[7]Mahmoud T,Joseph W,Tedesco.Analysis of reinforced concrete beams strengthened with FRP laminates.Journal of Structural Engineering,June 2000:p 684-692
[8]Wendel M,Sebastian.Significance of midspan debonding failure in FRP plated concrete beams. Journal of Structural Engineering, July 2001:pp792-798
[9]Vincezao Colotti, Giuseppe Spadea. Shear strength of RC beams strengthened with bonded steel or FRP plates. Journal of Structural Engineering,April 2001:p 367-379
[10]谭壮,叶列平.FRP加固混凝土结构剥离问题研究综述.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,2002(7)：229-234
[11]邢建英,杨勇新.FRP加固构件的粘结机理综述.福建建筑,2008(6)：45-48
[12]肖建庄，李杰，魏锦涛.纤维布布与混凝土之间粘结力的试验方法研究.玻璃钢/复合材料,2002(3)：3-6
[13]姚谏,滕锦光.FRP复合材料与混凝土的粘结强度试验研究.建筑结构学报,2003,24(5)：10-23
[14]Micheal J,Chajes,Willian W,Finch,Ted F Januszka,Theodore A,Thomson.Bond and force transfer of composite material plates bonded to concrete.ACI Structural Journal,1996,93(2),208-217
[15]郭樟根,孙伟民,闵珍.FRP与混凝土界面粘结性能的试验研究.南京工业大学 学报,2006,28(6)：37-42
[16]杨勇新,岳清瑞,胡云昌.碳纤维布与混凝土粘结性能的试验研究.建筑结构学报,2001,22(3)：36-42
[17]李艳,刘泽军,胡春红.碳纤维片材抗弯加固钢筋混凝土梁剥离界面剪应力试验研究.河南理工大学学报(自然科学版),2007,26(6)：700-706
[18]李荣,滕锦光,岳清瑞.嵌入式CFRP板条-混凝土界面粘结性能的试验研究.工业建筑,2005,35(8)31-34
[19]方恩权等.碳纤维布与混凝土界面粘结性能试验研究.郑州大学,2005
[20]曹双寅,潘建伍,陈建飞等.外贴纤维与混凝土结合面的粘结滑移关系.建筑结构学报,2006,27(1)：99-105
[21]Wu Z S,Yuan H,Kojima Y,et al. Experimental and analytical studies on peeling and spilling resistance of unidirectional FRP sheets bonded to concrete[J]. Composites Science and Technology,2005,65(7-8):1088-1097.
[22]Harmon T G,Kim Yoo Jac,Kacdos John,Bond of surface-mounted fiber-reinforced polymer reinforced for concrete structures.Structural Journal, ACI,2003:557-564
[23]Roberts T M. Approximate Analysis of Shear and Normal Stress Concentration in the Adhesive Layer of Plated RC Beams.Structural Engineering,1989(12): 228-233
[24]Amir M,Malek,Hamid Saadatmanesh,Mohammad R,Ehsani.Prediction of Failure Load of RC Beams Strengthened with FRP Plate Due to Stress, Concentration at the Plate End. ACI Structural Journal,1998(3-4):142-153
[25]Christopher K Y,Leung. Delamination Failure in Concrete Beams Retrofitted with A Bonded Plate. Journal of Materials in Civil Engineering,2001(3-4):106-133
[26]Rabinovitch O,Frostig Y. High2Order Approach for the Control of Edge Stresses in RC Beams Strengthened with FRP Strips. Journal of Structural Engineering, 2001(7):799-809
[27]Raoof M,Hassanen M A.Peeling Failure of Reinforced Concrete Beams with Fiber2Reinforced Plastic or Steel Plates Glued to Their Soffits.Engineering Structure and Building,2000(8):291-305
[28]Mahmoud T,EI2Mihilmy,Joseph W,Tedesco.Prediction of Anchorage Failure for Reinforced Concrete Beams Strengthened with Fiber2Reinforced Polymer Plates.ACI Structural Joumal,2001,(5-6):301-314
[29]Nakaba K,Toshiyuki K,Tomoki F,Hiroyuki Y.Bond behavior between fiber-reinforced polymer laminates and concrete,ACI Structural Journal.2001. 98 (3).359-367
[30]Savioa M,Farracuti B, Mazzotti C.Non-linear bond-slip law for FRP-concrete interface.Proc.6th International Symposium on FRP Reinforcement for Concrete Structures World Scientific Publications,Singapore,2003163-172
[31]Monti M,Renzelli M,Luciani P.FRP adhesion in uncracked and cracked concrete zones,Proc.6th International Symposium on FRP Reinforcement for Concrete Structures World Scientific Publications,Singapore,2003
[32]Dai J G,Ueda T.Local bond stress slip relations for FRP sheets-concrete interfaces,Proc.6th International Symposium on FRP Reinforcement for Concrete Structures World Scientific Publications, Singapore,2003143-152
[33]Ueda T,Dai J G,Sato Y. A nonlinear bond stress-slip relationship for FRP sheet-concrete interface,Proc.International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures,Kyoto, Japan, 2003113-120
[34]Lu X Z,Ye L P,Teng J G,et al.Meso-scale finite element model for FRP sheets/plates bonded to concrete.Engineering Structures,2005,27 (4):564-575
[35]Maeda T,Asano Y,Sato Y,Ueda T,Kakuta Y.A study on bond mechanism of carbon fiber sheet.Proc.3rd Int.Symp.Nonmetallic (FRP) Reinforcement for Concrete Structure. Japan Concrete Institute,Sapporo,2004,(1):279-285
[36]Chen J F,Teng J G.Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete.Journal of Structural Engineering.2001(7):784-891
[37]Chaallal O,Nollet M J,Perraton D.Strengthening of reinforced concrete beams with externally bonded fiber reinforced2plastic plates:Design guidelines for shear and flexure.Canada Journal of Civil Engineering,1998,25(4):692-704
[38]程永春,李春良,刘寒冰等.碳纤维与混凝土界面粘结应力计算方法.交通运输工程学报.2007,7(2)：46-49
[39]邓军,黄培彦.预应力CFRP板加固梁的界面应力分析.工程力学,2009,26(7)：78-88
[40]Neubauer U,Rostasy F.Bond failure of concrete fiber reinforced polymer plates at inclined cracks-experiments and fracture mechanics model.Proceedings of 4Th International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures,SP-188,Farmington Hills (MI):ACI; 1999:369-382
[41]Ali-Ahmad M,Subramaniam K,Ghosn M.Experimental investigationand fracture analysis of debonding between concrete and FRP sheets. Journal of Engineering Mechanics,2006,132(9):914-923
[42]Bizindavyi K W L,Neale M A,Erki.Experimental Investigation of Bonded Fiber Reinforced Polymer-Concrete Joints under Cyclic Loading.Journal of Composites for Construction,2003,7(2):127-134
[43]Yun Yanchun,Wu Yufei,Tang Waiching.Performance of FRP bonding systems under fatigue loading. Engineering Structures,2008(30)3129-3140
[44]Hunebum Ko,Yuichi Sato.Bond Stress-Slip Relationship between FRP Sheet and Concrete under Cyclic Load.Journal of Composites for Construction, 2007.7:419-426
[45]Catalin Gheorghiu, Pierre Labossie're,Jean Proulx.Response of CFRP-strengthened beams under fatigue with ifferent load amplitudes. Construction and Building MATERIALS,2007,21:756-763
[46]Al-Rousan R, Issa M. Fatigue performance of reinforced concrete beams strengthened with CFRP sheets. Construction and Building Materials,2011 (25) 3520-3529.
[47]Dai J G,Saito Y,Ueda T,et al. Static and Fatigue Bond Characteristics of Interfaces between CFRP Sheets and Frost Damage Experienced Concrete
[48]Yail J,Kim,Amir Fam,Andrew Kong,Mark F,Green.Flexural Strengthening of RC Beams using Steel Reinforced Polymer (SRP) Composites
[49]John Aidoo,Kent A,Harries,Michael F,Petrou.Fatigue Behavior of Carbon Fiber Reinforced Polymer-Strengthened Reinforced Concrete Bridge Girders.Journal of composites for construction,2004(8)501-509
[50]Christian Carloni,Kolluru V,Subramaniam,Marco Savoia,Claudio Mazzotti. Experimental determination of FRP-concrete cohesive interface properties under fatigue loading. Composite Structures,2011(10)1-9
[51]Yail J,Kim,Patrick J,et al.Fatigue Behavior of Externally Strengthened Concrete Beams with Fiber-Reinforced Polymers:State of the Art.Journal of composites for construction,2008(12)246-256
[52]Nigro E,Di Ludovico M.Bilotta A.Experimental Investigation of FRP-Concrete Debonding under Cyclic Actions.Journal of Materials in Civil Engineering, 2011,4:360-371
[53]Mazumdar S K,Mallick P K.Static and fatigue behavior of adhesive joints in SMC-SMC composites.Polymer Composites,1998,2(19):139-146
[54]彭晖,王博等.CFRP-混凝土界面粘结性能的疲劳性能试验研究.实验力学, 2014,29(2)：189-199
[55]Paul J,Fanning,Oliver Kelly.ULTIMATE RESPONSE OF RC BEAMS STRENGTHENED WITH CFRP PLATES. Journal of Composites for Construction,2001.5(2):122-127
[56]Hiroya Tamura,Ueda Tamon,Furuuchi Hitoshi,et al. EFFECT OF ADHESIVE THICKNESS ON BOND BEHAVIOUR OF CARBON FIBER SHEET UNDER STATIC AND FATIGUE LOADING.The Second Official International Conference of International Institute for FRP in Construction for Asia-Pacific Region,2009.12:241-246
[57]Tamon Ueda, Jianguo Dai,Yasuhiko Sato.A NONLINEAR BOND STRESS-SLIP RELATIONSHIP FOR FRP SHEET-CONCRETE INTERFACE.Proceedings of the International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures Japan Concrete Institute, 2003,7:1-8
[58]Julio C,Lopez-Gonzalez,Jaime Fernandez-G6mez,Enrique Gonzalez-Valle. Effect of Adhesive ThickNess and Concrete Strength on FRP-Concrete Bonds. Journal of Composites for Construction,2012,16:705-711
[59]Bo Gao, Jang-Kyo Kim,Christopher K Y, Leung,Effect of rubber modifier on interlaminar fracture toughness of CFRP-concrete interface.Composites Science and Technology,2003(63):883-892
[60]Mazumdar S K,Mallick P K.Static and fatigue behavior of adhesive joints in SMC-SMC composites.Polymer Composites,1998,2(19):139-146
[61]Rania Al-Hammoud,Khaled Soudki,Timothy H,et al. Fatigue Flexural Behavior of Corroded Reinforced Concrete Beams Repaired with CFRP Sheets. composites for construction.2011(1)45-51
[62]Garden H N,Hollaway L.An Experimental Study of the Strengthening of Reinforced Concrete beams using Prestressed Carbon Composite Plates.In Proc of the 7th International Conference on Extending the Life of Bridges,Civil+ Building Structures,London,1997,191-199
[63]Colombi P,Fava G,Poggi C.Structural Upgrade of Cast-Iron Beams Using Prestressed Carbon Fibre Reinforced Strips.In Proc of the Third International Conference on Composites in Construction,Lyon,France,2005,93-100
[64]Taljsten B,Hakan Nordin.Flexural Strengthening Of Concrete Beams with Prestressed CFRP Near Surface Mounted Reinforcement (NSMR),In Proc of the Third International Conference on Composites in Construction,Lyon,France, 2005,3-10
[65]张轲,叶列平,岳清瑞.预应力碳纤维布加固钢筋混凝土T形梁试验研究.工业建筑,2006,36(12)：86-95
[66]尚守平,彭晖,童桦等.预应力碳纤维布材加固混凝土受弯构件的抗弯性能研究.建筑结构学报,2003,24(5)：24-30
[67]彭晖,尚守平,金勇俊.预应力碳纤维板加固受弯构件的试验研究.工程力学,2008,25(5)：142-151
[68]郭馨艳,黄培彦,杨怡等.预应力FRP片材增强RC梁的界面应力分析.华南理工大学学报,2007,35(7)：1-5
[69]Deuring M.Post-Strengthening of Concrete Structures with Pretensioned Advanced Composites, published by the EMPA in German as EMPA Research Report No.224,1993:247-313
[70]Wight R C,Green M F,Erki M A. Post-Strengthening Concrete Beams with Prestressed FRP Sheets.In Proc of the 2nd International RILEM Symposium (FRP-CS-2),Ghent,1995,568-575
[71]Garden H N,Hollaway L.An experimental study of the strengthening of concrete beams using prestressed carbon composite plates.Structural Faults and Repair 97.Proceedings of the 7th International Conference on Extending the Life of Bridges,Civil and Building Structures.London,England:1997:191-199
[72]Garden H N,Hollaway L C.An experimental study of the failure modes of reinforced concrete beams strengthened with prestressed carbon composite plates.Composites,Part B,1998,29(4):411-424
[73]Christoph Czaderski, Masoud Motavalli.40-Year-old full-scale concrete bridge girder strengthened with prestressed CFRP plates anchored using gradient method. Composites,Part B:2007,38(7):878-886
[74]Dong-Suk Yang,Sun-Kyu Park,Kenneth W,et al.Flexural behaviour of reinforced concrete beams strengthened with prestressed carbon composites. Composite structures,2009,88(4),497-508
[75]郭馨艳,黄培彦,郑小红.预应力FRP加固RC梁的受力分析.华南理工大学学报(自然科学版),2005,33(7)：6-10
[76]梅力彪.张俊平.预应力碳纤维板加固混凝土梁的粘结锚固性能试验研究[J].工业建筑.2006,36(4)：15-18
[77]薛伟辰,曾磊,谭园.预应力CFRP板加固混凝土梁设计理论研究.建筑结构学报,2008,29(4)：127-133
[78]王兴国,陈红强,赫中营等.无粘结预应力CFRP板加固混凝土梁试验研究.建筑 结构学报,2010,2
[79]邓朗妮,张鹏,杨帆等.预应力碳纤维板加固混凝土结构预应力损失研.工业建筑,2012,42(9)：71-74
[80]卓静,杨宏.预应力碳纤维板加固钢筋混凝土T形梁的试验研究.建筑结构,2013,43：1420-1424
[81]Meier U,and Winistorfer A.Retrofitting of Structures through External Bonding of CFRP Sheets. In Proc of the 2nd International RILEM Symposium (FRPRCS-2), RILEM Proceedings 29 "Non-Metallic (FRP) Reinforcement for Concrete Structures",Ghent,1995,465-472
[82]Wight R G, Green M F,Erki M A.Tapered Transfer Zones for Prestressed FRP Sheets. In Proc of the 1995 Annual Conference of the Canadian Society for Civil Engineering,Ottawa,1995,1356-1364
[83]Wight R G,Green M F,Erki M A.Post-Strengthening Concrete Beams with Prestressed FRP Sheets.In Proc of the 2nd International RILEM Symposium (FRPRCS-2),RILEM Proceedings 29 "Non-Metallic (FRP) Reinforcement for Concrete Structures",Ghent,1995,568-575
[84]Wight R G,Green M F.Erki M A. Post-Strengthening Prestressed Concrete Beams with Prestressed FRP Sheets.In Proc of the 2nd Conference on Advanced Composite Materials in Bridges and Structures,ACMBS II,Montreal,1996, 449-456
[85]Izumo K M,Saeki N,AsamizuT.Strengthening Reinforced Concrete Beams by Using Prestressed Fiber Sheets.In Proc of the 3rd International Symposium on Non-Metallic (FRP) Reinforcement for Concrete Structures, Sapporo,1997,1: 379-386
[86]Wu Z,Matsuzaki T,Yokoyama K,et al.Retrofitting Method for Reinforced Concrete Structures with Externally Prestressed Carbon Fiber Sheets.In Proc of the 4th International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures (FRPRCS-4), Baltimore,1999,751-765
[87]叶列平,庄江波,曾确攀等.预应力碳纤维布加固钢筋混凝土T形梁的试验研究.工业建筑,2005,35(8)：7-12
[88]中国建筑科学研究院建筑材料研究所.普通混凝土长期性能和耐久性能试验方法GBJ82-85.北京：城乡建设环境保护部,1986,1-10
[89]谷木谦介.关于混凝土结构修复补强工程中碳纤维片的耐久性能.http://www.texida.com/kevankaifa/kvlw0104/kvlw0104.htm.2000-9-11
[90]Hutchinson A R,Hollaway L C. Environmental durability Strengthening Concrete Structures with Bonding Fiber-reinforced Composites.America: Woodhead Publishing Limited,1999,124-131
[91]Falabella,Neuner.Environmental Durability and Resin Stoichiometry Studies of TYFOS High Strength Column Wrapping System. America:Hexcel Tyfe Co.1993,1-10
[92]Steckel G L,Hawkins G F,Bauer J L.Environmental durability of composites for seismic retrofit of bridge columns.In:Proc of the Second International Conference on Fiber Composites in Infrastructure[C],Tucson,1998:460-475
[93]刘清霞.冻融条件下碳纤维片材加固混凝土柱性能研究：[郑州大学硕士学位论文].郑州：郑州大学水利工程学院,2005,10-15
[94]Armstrong K B. Effect of absorbed water in CFRP composites on adhesive bonding.Int.J.Adhesion and Adhesives,1996,16(1):21-28
[95]任慧韬,姚谦峰,胡安妮.纤维增强复合材料的耐久性能试验研究.建筑材料学报,2005,8(5)：520-526
[96]任慧韬,胡安妮,赵国藩.冻融循环对玻璃纤维布加固混凝土梁受力性能影响.土木工程学报,2004,37(4)：104-110
[97]高维未.玻璃纤维布加固混凝土梁耐久性能研究：[哈尔滨工业大学硕士学位论文].哈尔滨：哈尔滨工业大学土木工程学院,2006,29-33
[98]张新越,欧进萍.FRP筋酸碱盐介质腐蚀与冻融耐久性试验研究.武汉理工大学学报,2007,29(1)：33-36
[99]Garden H N,Hollaway L C,Thorne A M.A preliminary evaluation of carborn fiber reinforced polymer plates for strengthening reinforced concrete members.In:ICE Proc of Structures and Buidings,1997,127-142
[100]任慧韬,李彬,黄承逵.冻融循环和荷载耦合作用下CFRP(碳纤维增强聚合物)片材的耐久性试验研究.工程力学,2010,27(4)：202-207
[101]Mehta P K,Burrows R W.Building Durable Structures in the 21st Century. Concrete International,2001,3:57-63
[102]Lopez-Anido R,Michael A P,Sandford T C.Freeze-Thaw Resistance of Fiber-Reinforced Polymer Composites Adhesive Bonds with Underwater Curing Epoxy.Journal of Materials in Civil Engineering,2004,16(3):283-286
[103]Hutchinson A R,Hollaway L C.Environmental durability strengthening concrete structures with bonding fiber reinforced composites.Cambridge,UK:Woodhed Publishing Limited,1999
[104]梅雪,CFRP加固混凝土用粘结材料的增韧及耐久性研究.[清华大学硕士学位论文],北京：清华大学土木工程系,2005,50-55
[105]蔡光汀,陈君球,邹越等.混凝土粘钢补强用结构胶的耐久性研究.混凝土,2000,8：37-40
[106]李永德,朱明.FRP加固修复混凝上用粘结材料的研究(2)浸渍树脂.化学建材,2001,5：29-32
[107]Mukhopadhyaya P,Swamy R N,Lynsdale C J.Influence of aggressive exposure conditions on the behaviour of adhesive bonded concrete-GFRP joints. Construction and Building Materials,1998,12:427-446
[108]Qiao Pizhong,Xu Yingwu.Effects of Freeze-Thaw and Dry-Wet Conditionings on the Mode-I Fracture of FRP-Concrete Interface Bonds.Earth&Space,2004, 24:601-608
[109]Houssamt,YongDeng.Strength and durability performance of concrete axially loaded members confined with AFRP composite sheets composite sheets. Composites:Part B,2002,33:255-261
[110]Green M F, Bisby L A, Beaudoin Y, et al. Effect of freeze-thaw cycles on the bond durability, between fiber reinforced polymer plate reinforcement and concrete[J]. Civil Engineering,2000,27:949-959
[111]Karbhari V M,Rivera J,Dutta P K.Effect of short-term freeze-thaw cycling on composite confined concrete. Journal of Composites for Construction,2000, 191-197
[112]Falabella R,Neuner J.Environmental durability and resin stoichiometry studies of TYFOS high strength column wrapping systemfR]. Stamford,CT,USA:Report for Hexcel Tyfe Corporation,1993
[113]陈建伟,胡海涛,王希宾等.玄武岩纤维加固混凝土梁的冻融试验研究.青岛理工大学学报,2008,29(3)：27-30
[114]王苏岩,尹晓明,刘林.冻融环境下CFRP-高强混凝土抗剪性能试验研究.建筑结构学报,2008,增刊：176-180
[115]王苏岩,尹晓明,刘林.持载作用下CFRP-高强混凝土界面的抗冻性能.沈阳建筑大学学报,2009,25(5)：834-841
[116]施嘉伟,朱虹,吴智深等.冻融循环与荷载耦合作用下FRP-混凝土粘结界面性能的试验研究.工业建筑,2007,增刊：330-334
[117]喻林,钱向东,吴晓辉.冻融环境对CFRP加固混凝土梁疲劳性能的影响.混凝土,2012,5：27-28,31
[118]李彬.环境与荷载共同作用下FRP加固混凝土耐久性.[大连理工大学博士学位论文].大连：大连理工大学结构工程系,2009,80-86
[119]任慧韬,胡安妮,赵国藩.纤维增强塑料与混凝土粘结抗冻融性能研究.大连理 工大学学报,2003,43(4)：495-499
[120]李松辉,王松根等.CFRP加固钢筋混凝土梁正截面强度计算方法研究.公路交通科技,2002,19(6)：88-91
[121]彭晖.预应力碳纤维片材加固钢筋混凝土受弯构件的性能研究[湖南大学博士论文].长沙,湖南大学,2006.
[122]GB50010-2002混凝土结构设计规范.北京：中国建筑工业出版社,2002
[123]钱伟,高丹盈.预应力碳纤维加固钢筋混凝土梁正截面承载力计算方法.建筑科学,2006,22(5)：10-14
[124]刘兴法.混凝土结构的温度应力分析.北京：人民交通出版社,1991,73-78
[125]许巍,陈力,张钱城等.粘结界面力学行为及其表征.中国科学：技术科学,2012,42：1361-1376
[126]施士升.冻融循环对混凝土力学性能的影响.土木工程学报,1997,30(4)：35-42
[127]住金鹏,李术才,刘宪波等.冻融环境下混凝土力学性能退化模型.建筑科学与工程学报,2009,26(1)：62-67
[128]李福海,赵人达,叶跃忠.冻融环境下混凝土抗侵蚀性能研究.工业建筑,2010,40(6)：1-4
[129]高怀帅,宋玉普,谭丽坤.普通混凝土冻融循环后性能的试验研究.混凝土与水泥制品.2005.2：9-11
[130]Raoof M,Hassanen M A.Peeling Failure of Reinforced Concrete Beams with Fiber-Reinforced Plastic or Steel Plates Glued to Their Soffits.Engineering Structure and Building,2000,8:291-305
[131]Mahmoud T,E1-Mihilmy,Joseph W,et al.Prediction of Anchorage Failure for Reinforced Concrete Beams Strengthened with Fiber-Reinforced Polymer Plates. ACI Structural Journal,2001,98(3):301-314
[132]Roberts T M.Approximate Analysis of Shear and Normal Stress Concentration in the Adhesive Layer of Plated RC Beams.Structural Engineering, 1998,(12):228-233
[133]Amir M,Malek,Hamid Saadatmanesh,et al. Prediction of Failure Load of RC Beams Strengthened with FRP Plate Due to Stress Concentration at Plate End. ACI Structural Journal,1998,95(1):142-153
[134]Christopher K Y,Leung.Delamination Failure in Concrete Beams Retrofitted with A Bonded Plate[J]. Journal of Materials in Civil Engineering,2001,13(2): 106-133
[135]O.Rabinovitch,Frosting Y.High-Order Approach for the Control of Edge Stresses in RC Beams Strengthened with FRP Strips.Journal of Structural Engineering,2001,127(7):799-809
[136]ACI 440.2R-02.Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures,American Concrete Institute Committee 440,technical committee document 440.2R-02,USA,2002
[137]JSCE. Recommendations for Upgrading of Concrete Structures with Use of Continuous Fiber Sheets. Japan Society of Civil Engineers,Concrete Engineering Series 41,2001
[138]Amir M,Malek,Hamid Saadatmanesh, et al. Prediction of Failure Load of RC Beams Strengthened with FRP Plate Due to Stress Concentration at Plate End. ACI Structural Journal,1998,95(l):142-153
[139]杨勇新,岳清瑞,叶列平等.碳纤维布加固混凝土梁的剥离破坏.工程力学,2004,21(5)：150-155
[140]滕锦光.FRP加固混凝土结构.北京：中国建筑工业出版社,2005：56-75
[141]过镇海.钢筋混凝土原理.北京：清华大学出版社,1999
[142]陆新征,滕锦光.FRP.加固混凝土梁受弯剥离破坏的有限元分析.建筑结构学报,2003,24(5)：10-17
[143]彭晖,尚守平,张建仁等.预应力碳纤维板加固T梁的试验与理论研究.公路交通科技,2009,26(10)：59-65
[144]彭晖,尚守平等.预应力碳纤维板加固受弯构件的试验研究.工程力学,2008,25(5)：142-150
[145]Bouchikhi A S,Lousdad A,Megueni A.On the reduce of interfacial shear stresses in fiber reinforced polymer plate retrofitted concrete beams.Materials and Design,2010,(31):1508-1515
[146]杨奇飞.FRP-混凝土粘结界面研究的两个重要问题.汕头大学,2009
[147]叶锋,姚谏,板宽对FRP-混凝土粘结界面应力影响的三维有限元分析.科技通报,2008,24(6).853-859
[148]陆新征,叶列平,滕锦光.FRP-混凝土界面粘结滑移本构模型.建筑结构学报,2005,26(4)：10-18
[149]李春霞,晏石林,周毓倩.CFRP抗弯加固混凝土梁的界面应力分析.武汉理工大学学报,2010,32(23)：35-38
[150]NAKABA K,TOSHIYUKI K,TOMOKI F,et al.Bond behavior between fiber2reinforced polymer laminates and concrete.ACI Structural Journal,2001, 98(3):359-367
[151]Lu X Z,Teng J G,Ye L P,et al. r Intermediate crack debonding in FRP-strengthened RC beams:FE analysis and strength model.Compos.Constr.2007,112,161-174
[152]Ahmed Godat,Pierre Labossiere,Kenneth W Neale,et al.Behavior of RC members strengthened in shear with EB FRP:Assessment of models and FE simulation approaches.Computers and Structures 92-93(2012)269-282
[153]Dai J G,Ueda T.Local bond stress relations for FRP sheets-concrete interface. In:pro.of 6 th internation symposium on FRP reinforcement for concrete structures.Singapore:WorldScientific Publications;2003.p.143-52
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |