引文
[1]Ritchie P A,Thomas D A,Lu L W,et al.External reinforcement of concrete beams using fiber reinforced plastics[J].Struetural Journal,1991,88(4):490-500.
[2]Saadatmanesh H,Ehsani M R.RC beams strengthened with GFRP plates.I:Experimental study[J].Journal of Structural Engineering,1991,117(11):3417-3433.
[3]胡孔国,岳清瑞,叶列平,等.碳纤维布加固混凝土桥面板受弯性能研究[J].建筑结构,2000,30(7):44-48.Hu Kongguo,Yue Qingrui,Ye Lieping,et al.Building Structure,2000,30(7):44-48.
[4]王文炜.纤维复合材料加固钢筋混凝土梁抗弯性能研究[D].大连:大连理工大学土木工程学院,2003.Wang Wenwei.Study on flexural behavior of reinforced concrete beams strengthened with fiber reinforced Plastics[D].Dalian:College of Civil Engineering,Dalian University of Technology,2003.
[5]夏春红.碳纤维布加固钢筋混凝土梁抗弯性能研究[D].上海:同济大学土木工程学院,2002.Xia Chunhong.Experiment study on flexural behavior of reinforced concrete beams strengthened with fiber reinforced plastics sheet[D].Shanghai:College of Civil Engineering,Tongji University,2002.
[6]Ye L P,Lu X Z,Chen J F.Design proposal for debonding strengths of FRP strengthened RC beams in the Chinese design code[C]//Proceedings of International Symposium on Bond Behavior of FRP in Structure.Hong Kong,2005:45-54.
[7]刘建起,王敬莎,丁乃庆,等.碳纤维加固预应力梁抗弯承载力试验研究[J].土木工程学报,2005,38(11):9-13.Liu Jianqi,Wang Jingsha,Ding Naiqing,et al.China Civil Engineering Journal,2005,38(11):9-13.
[8]El-Mihilmy M T,Tedesco J W.Deflection of reinforced concrete beams strengthened with fiber-reforced polymer(FRP)plates[J].Structural Journal,2000,97(5):679-688.
[9]胡孔国,陈小兵,岳清瑞,等.考虑二次受力碳纤维布加固混凝土构件正截面承载力计算[J].建筑结构,2001,31(7):63-65.Hu Kongguo,Chen Xiaobing,Yue Qingrui,et al.Building Structure,2001,31(7):63-65.
[10]Shin Y S,Lee C.Flexural behavior of reinforced concrete beams strengthened with carbon fiber-reiforced polymer laminates at different levels sustaining load[J].Structural Journal,2003,100(2):231-239.
[11]贺学军.FRP加固负载混凝土梁的抗弯性能及剥离行为研究[D].长沙:中南大学土木建筑学院,2007.He Xuejun.Studies on flexural behavior and debonding mechanism of RC beams FRP-strengthened at different preloaded states[D].Changsha:School of Civil Engineering and Architecture,Central South University,2007.
[12]谭壮,叶列平.纤维复合材料加固混凝土梁受剪性能的试验研究[J].土木工程学报,2003,36(11):12-18.Tan Zhuang,Ye Lieping.China Civil Engineering Journal,2003,36(11):12-18.
[13]Colotti V,Spadea G.Shear strength of RC beams strengthened with bonded steel or FRP plates[J].Journal of Structural Engineering,2001,127(4):367-373.
[14]Sundaraja M C,Rajamohan S.Strengthening of RC beams in shear using GFRP inclined strips-An experimental study[J].Construction and Building Materials,2009,23(2):856-864.
[15]Li A,Assih J,Delmas Y.Shear strengthening of RC beams with externally bonded CFRP sheets[J].Journal of Structure Engineering,2001,127(4):373-380.
[16]李松辉,赵国藩,王松根.CFRP加固混凝土梁受剪承载能力实用计算方法[J].土木工程学报,2005,38(7):75-80.Li Songhui,Zhao Guofan,Wang Songgen.China Civil Engineering Journal,2005,38(7):75-80.
[17]Li A,Diagna C,Delmas Y.CFRP contribution to shear strengthened RC beams[J].Engineering Structures,2001,23(10):1212-1220.
[18]Pellegrino C,Modena C.Fiber reinforced polymer shear strengthening of reinforced concrete beams with transverse steel reinforcement[J].Journal of Composites for Construction,2002,6(6):104-111.
[19]El-Amoury T,Ghobarah A.Seismic rehabilitation of beam-column joint using GFRP sheets[J].Engineering Structure,2002,24:1397-1407.
[20]Huousam A T.Stress-strain characteristic of concrete columns externally confined with advanced fiber composite sheets[J].Material Journal,1999,96(3):393-404.
[21]吴波,王维俊,王帆.碳纤维布加固钢筋混凝土柱的破坏曲率增大系数分析[J].工程力学,2006,23(l):130-138.Wu Bo,Wang Weijun,Wang Fan.Engineering Mechanics,2006,23(l):130-138.
[22]欧阳煜,黄奕辉,钱在兹.玻璃纤维片材加固混凝土梁柱节点的抗震性能研究[J].建筑结构,2003,33(5):59-61.Ouyang Yu,Huang Yihui,Qian Zaizi.Building Structure,2003,33(5):59-61.
[23]肖岩,吴徽,陈宝春.碳纤维套箍约束混凝土的应力-应变关系[J].工程力学,2002,19(2):154-159.Xiao Yan,Wu Hui,Chen Baochun.Engineering Mechanics,2002,19(2):154-159.
[24]Xiao Y.Applications of FRP composites in concrete columns[J].Advances in Structural Engineering,2004,7(4):335-343.
[25]Xiao Y,He W H,Mao X Y,et al.Confinement design of CFT columns for improved seismic performance[C]//Proceedings of the International Workshop on Steel and Concrete Composite Construction.Taipei,2003:217-226.
[26]Xiao Y,He W H,Mao X Y.Development of confined concrete fiiled tubular(CCFT)columns[J].Journal of Buiding Structures,2004,25(6):59-66.
[27]曾宪桃,车惠民.粘贴玻璃钢板加固混凝土梁疲劳试验研究[J].土木工程学报,2001,34(1):33-38.Zeng Xiantao,Che Huimin.China Civil Engineering Journal,2001,34(1):33-38.
[28]姚国文,黄培彦,牛鹏志,等.常幅循环载荷下纤维薄板增强钢筋硷梁的损伤行为研究[J].机械强度,2004,26(S):25-27.Yao Guowen,Huang Peiyan,Niu Pengzhi,et al.Fatigue damage evolvement of reinforced concrete beam strengthened with fiber laminate under constant amplitude load[J].Journal of Mechanical Strength,2004,26(S):25-27.
[29]刘沐宇,李开兵.碳纤维布加固混凝土梁的疲劳性能试验研究[J].土木工程学报,2005,38(9):32-36.Liu Muyu,Li Kaibing.China Civil Engineering Journal,2005,38(9):32-36.
[30]Wang Y C,Lee M G,Chen B C.Experimental study of FRP-strengthened RC bridge griders subjected to fatigue loading[J].Composite Structure,2007,81:491-498.
[31]Triantafillou T C,Deskovic N,Deuring M.Strengthening of concrete structures with prestressed fiber reinforced plastic sheets[J].Structural Journal,1992,89(3):235-244.
[32]尚守平,彭晖,童桦,等.预应力碳纤维布加固混凝土梁试验研究[J].建筑结构学报,2003,24(5):24-30.Shang Shouping,Peng Hui,Tong Hua,et al.Journal of Building Structures,2003,24(5):24-30.
[33]叶列平,庄江波,曾攀,等.预应力碳纤维布加固钢筋混凝土T形梁的试验研究[J].工业建筑,2005,35(8):7-12.Ye Lieping,Zhuang Jiangbo,Zeng Pan,et al.Industrial Construction,2005,35(8):7-12.
[34]El-Hacha R,Wight R G,Green W F.Innovative system for prestressing fiber-reinforced polymer sheets[J].Structure Journal,2003,100(3):305-313.
[35]田水,谷倩.碳纤维布预应力补强加固钢筋混凝土梁受力性能研究[J].工业建筑,2005,35(6):88-91.Tian Shui,Gu Qian.Industrial Construction,2005,35(6):88-91.
[36]张坦贤,吕西林,肖丹,等.预应力碳纤维布加固一次、二次受力梁抗弯性能研究[J].结构工程师,2005,21(1):34-40.Zhang Tanxian,Lu Xiling,Xiao Dan,et al.Structural Engineers,2005,21(1):34-40.
[37]Benmokrane B,Rahman H.Durability of fiber reinforced polymer compite for construction[M].Canada:Publishing House of University of Sherbrooke,2002.
[38]肖建庄,于海生,秦灿灿.复合材料加固混凝土结构耐久性研究[J].玻璃钢/复合材料,2003,3(2):16-21.Xiao Jianzhuang,Yu Haisheng,Qin Cancan.Fiber Reinforced Plastics/Composite,2003,3(2):16-21.
[39]任慧韬.纤维增强复合材料加固混凝土结构基本力学性能和长期受力性能研究[D].大连:大连理工大学土木工程学院,2003.Ren Huitao.Study on basic theories and long time behavior of concrete structures strengthened by fiber reinforced polymers[D].Dalian:College of Civil Engineering,Dalian University of Technology,2003.
[40]GangaRao H V S,Barger J.Aging of bond between FRP and concretecubes[J].International Journal of Materials and Product Technology,2003,19(1-2):83-95.
[41]Subramaniam K V,Ali-Ahmad M,Ghosn M.Freeze-thaw degradation of FRP-concrete interface:Impact on cohesive fracture response[J].Engineering Fracture Mechanics,2008,75(13):3924-3940.
[42]Toutanji H A,Gomez W.Durability characteristic of concrete beams external bonded with FRP coposite sheets[J].Cement and Concrete Composite,1997,19:351-358.
[43]Toutanji H,Balaguru P.Durability characteristic of concrete columns wrapped with FRP tow sheets[J].Journal of Materials in Civil Engineering,1998,10(1):52-57.
[44]毕永清.碳纤维增强钢筋混凝土梁、柱抗海水腐蚀的试验研究[D].天津:天津大学建筑工程学院,2002.Bi Yongqing.Corrosion experimental research on RC concrete beam and column in sea water[D].Tianjin:School of Civil Engineering,Tianjin University,2002.
[45]Laursen P T,Seible F,Hegemier G A,et al.Seismic retrofit and repair of masonry walls with carbon overlays[J].Non-Metallic(FRP)Reiforcement for Concrete Structures,1995,30(3):616-627.
[46]Ehsani M R.Strengthening of earthquake-damaged masonry structures with composite materials[J].Non-Metallic(FRP)Reinforcement for Concrete Structures,1995,30(3):680-687.
[47]Triantafillou T C.Strengthening of masonry structures using epoxy-bonded FRP laminates[J].Journal of Cooposites for Construction,1998,2(2):96-103.
[48]Ehsani M R,Saadatmanesh H,Velazquez-Dimas J I.Behavior of retrofitted URM walls under simulated earthquake loading[J].Journal of Composites for Construction,1999,3(3):134-142.
[49]Velazquez-Dimas J I,Ehsani M R,Saadatmanesh H.Out-of-plane behavior of brick masonry walls strengthened with fiber composites[J].Structural Journal,2000,97(3):377-387.
[50]Seible F.Repair and seismic retest of a full-scale reinforced masonry building[C]//Proceedings of the6th International Conference on Structural Faults and Repair.1995,3:229-236.
[51]Luciano R,Sacco E.Damage of masonry panels reinforced by FRP sheets[J].International Journal of Solids and Structures,1998,35(15):1723-1741.
[52]Velazquez-Dimas J I,Ehsani M R.Modeling out-of-plane behavior of URM walls retrofitted with fiber composites[J].Journal of Composites for Construction,2000,4(4):172-181.
[53]Masia M J,Shrive N G.Carbon fibre reinforced polymer wrapping for the rehabilitation of masonry columns[J].Canadian Journal of Civil Engineering,2003,30(4):734-744.
[54]Krevaikas T D,Triantafillou T C.Masonry confinement with fiber-reinforced polymers[J].Journal of Composites for Construction,2005,9(2):52-62.
[55]Foraboschi P.Strengthening of masonry arches with fiber-reinforced polymer strips[J].Journal of Composites for Construction,2004,8(3):52-62.
[56]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.Zhao Tong,Zhang Chenjun,Xie Jian,et al.Earthquake Engineering andEngineering Vibration,2001,21(2):89-95.
[57]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.Zhang Xiangshun,Gu Qian,Peng Shaomin.World Information on Earthquake Engineering,2003,19(1):77-82.
[58]Tavakkolizadch M,Saadatmanesh H.Strengthening of steel-concrete composite girders using carbon fiber reinforced polymer sheets[J].Journal of Structural Engineering,2003,129(1):30-40.
[59]Al-Saidy A H,Klaiber F W,Wipf T J.Repaired of steel beams with carbon fiber-reinforced polymer plates[J].Journal of Composites for construction,2004,8(2):163-172.
[60]马建勋,宋松林,蒋湘闽.碳纤维布-钢构件粘接性能试验研究[J].工程力学,2005,22(6):181-187.Ma Jianxun,Song Songlin,Jiang Xiangmin.Engineering Mechanics,2005,22(6):181-187.
[61]郑云,叶列平,岳清瑞.CFRP加固疲劳损伤钢结构的断裂力学分析[J].工业建筑,2005,35(10):79-82.Zheng Yun,Ye Lieping,Yue Qingrui.Industrial Construction,2005,35(10):79-82.
[62]Muszynski L C,Purcell M R.Composite reinforcement to strengthen existing concrete structures against air blast[J].Journal of Composites for Construction,2003,7(2):93-97.
[63]Ballinger C,Maeda T,Hoshijima T.Strengthening of reinforced concrete chimneys columns and beams with carbon fiber reinforced plastics[C]//Proceedings of the International Symposium on Fiber-Reinforced-Plastic Reinforcements for Concrete Structures.ACI SP-138:243-248.
[64]徐志胜,冯凯,张威振,等.CFRP加固钢筋混凝土梁火灾后的试验研究[J].哈尔滨工业大学学报,2005,37(1):98-100.Xu Zhisheng,Feng Kai,Zhang Weizhen,et al.Journal of Harbin Institute of Technology,2005,37(1):98-100.
[65]Lau K T,Zhou L M,Tse P C,et al.Applications of composites optical fibre sensors and smart composites for concrete rehabilitation:An overview[J].Application Composite Materials,2002,9(4):221-247.
[66]Sen R,Mullins G.Application of FRP composites for underwater piles repair[J].Composites Part B:Engineering,2007,38(5-6):751-758.