CFRP筋锚具力学性能的试验研究
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摘要
高强度FRP复合材料具有强度高、重量轻、抗疲劳、耐腐蚀等优良特性,是用于制作预应力筋或拉索以及用于结构加固补强的理想材料。然而该材料抗剪性能较差,抗挤压刚度不足,使得高强度FRP复合材料预应力筋或拉索的锚固问题变得异常困难。国内外针对FRP筋开发的锚具,尽管种类很多,但都存在着这样或那样的问题,难于在实际工程中大量推广应用。
在目前可供选择的粘结介质中,RPC作为综合性能优良的粘结介质可在粘结式锚具中对具有表面压纹的高强CFRP筋提供最有效的锚固。本文对粘结介质为活性粉末混凝土(RPC)的粘结式锚具以及改进后的新型夹片式锚具进行静载试验研究和疲劳试验研究。
静载试验：对于粘结式锚具,本文研究了CFRP筋锚固长度对粘结式锚具的静力锚固性能影响,通过试验证明了高强度活性粉末混凝土(RPC)作为粘结介质的粘结式锚具锚固碳纤维(CFRP)筋的可行性；对于夹片式锚具,详细研究了锚具长度、倾角、预紧力及铝套管厚度等参数对CFRP筋锚固性能的影响,通过试验证明了该类锚具具有良好的静载锚固性能。
疲劳试验：本文研究了CFRP筋锚固长度为200mmm的粘结式锚具组装件和锚杯长度为80mm的组装件经受200万次循环加载的疲劳性能,通过疲劳试验证明了夹片锚具具有良好的疲劳性能。
本文最后对CFRP筋专用锚具的进一步开发和研究提出了展望和建议。
FRP composite have many good properties, such as high strength, light weight, resistance to fatigue, corrosion protection, as so on. So FRP composite is the idea material that can be made cable and tension member and can be used to repair and retrofit of existing structure. However, the weakness of FRP composite in transverse direction and its sensitivity to notching make anchoring difficult. Various anchorages for FRP bar have been invented, but they have some weaknesses, so these anchorages haven't popular in civil engineering applications.
In the case of different bond media, RPC shows the best performance as a bond medium in the bond-type anchorage for the indented surface CFRP tendons. So RPC has been chose as bond medium for bond-type anchorage system. In this paper, a series of static tests and fatigue tests have been done about the developed wedge-type anchorage system and bond-type anchorage system with RPC as bond medium for solving present problems.
Static tests:the influence of the grouted length of CFRP tendon to static anchor performance of bond-type anchorage system has been tested, it is proved that the bond-type anchorage system has good anchor performance; the influence of anchor length, inner angle of barrel, presetting load level and the thickness of aluminum sleeve to wedge-type anchorage system has been tested, it is proved that the wedge-type anchorage system has good anchor performance.
Fatigue tests:a series of 2-million-times fatigue tests has been done for studying the fatigue performance of bond-type anchorage system with 200mm grouted length of CFRP tendon and wedge-type anchorage system with 80mm grouted length of CFRP tendon.And the results of tests prove that these two anchorages have good faigue performance.
At last, this thesis give proposals about the further development and research.
在目前可供选择的粘结介质中,RPC作为综合性能优良的粘结介质可在粘结式锚具中对具有表面压纹的高强CFRP筋提供最有效的锚固。本文对粘结介质为活性粉末混凝土(RPC)的粘结式锚具以及改进后的新型夹片式锚具进行静载试验研究和疲劳试验研究。
静载试验：对于粘结式锚具,本文研究了CFRP筋锚固长度对粘结式锚具的静力锚固性能影响,通过试验证明了高强度活性粉末混凝土(RPC)作为粘结介质的粘结式锚具锚固碳纤维(CFRP)筋的可行性；对于夹片式锚具,详细研究了锚具长度、倾角、预紧力及铝套管厚度等参数对CFRP筋锚固性能的影响,通过试验证明了该类锚具具有良好的静载锚固性能。
疲劳试验：本文研究了CFRP筋锚固长度为200mmm的粘结式锚具组装件和锚杯长度为80mm的组装件经受200万次循环加载的疲劳性能,通过疲劳试验证明了夹片锚具具有良好的疲劳性能。
本文最后对CFRP筋专用锚具的进一步开发和研究提出了展望和建议。
FRP composite have many good properties, such as high strength, light weight, resistance to fatigue, corrosion protection, as so on. So FRP composite is the idea material that can be made cable and tension member and can be used to repair and retrofit of existing structure. However, the weakness of FRP composite in transverse direction and its sensitivity to notching make anchoring difficult. Various anchorages for FRP bar have been invented, but they have some weaknesses, so these anchorages haven't popular in civil engineering applications.
In the case of different bond media, RPC shows the best performance as a bond medium in the bond-type anchorage for the indented surface CFRP tendons. So RPC has been chose as bond medium for bond-type anchorage system. In this paper, a series of static tests and fatigue tests have been done about the developed wedge-type anchorage system and bond-type anchorage system with RPC as bond medium for solving present problems.
Static tests:the influence of the grouted length of CFRP tendon to static anchor performance of bond-type anchorage system has been tested, it is proved that the bond-type anchorage system has good anchor performance; the influence of anchor length, inner angle of barrel, presetting load level and the thickness of aluminum sleeve to wedge-type anchorage system has been tested, it is proved that the wedge-type anchorage system has good anchor performance.
Fatigue tests:a series of 2-million-times fatigue tests has been done for studying the fatigue performance of bond-type anchorage system with 200mm grouted length of CFRP tendon and wedge-type anchorage system with 80mm grouted length of CFRP tendon.And the results of tests prove that these two anchorages have good faigue performance.
At last, this thesis give proposals about the further development and research.
引文
[1]王荣国.复合材料概论.哈尔滨工业大学出版社,1999.
[2]蒋咏秋.复合材料力学.西安交通大学出版社,1990.
[3]赵渠森.先进复合材料手册.机械工业出版社,2003.
[4]梅葵花.CFRP在超大跨悬索桥和斜拉桥中的应用前景[J].桥梁建设,2002,2.
[5]陶学康.国际预应力材料及体外索新进展[J].OVM通讯,2001,5.
[6]姜天华.碳纤维复合材料(CFRP)在土木建筑结构中的应用及其前景[J].武汉交通管理干部学院学报,2001,1.
[7]沃丁柱.复合材料大全.机械工业出版社,2002.
[8]汤佩钊.复合材料及应用技术[M].重庆大学出版社,1998.
[9]L.C.HOLLAWAY et al.Advanced Polymer Composites and Polymers in the Civil Infrastructure[M].Elsevier,2001.
[10]吕志涛.新世纪混凝土结构对新材料的挑战.第二届全国土木工程用纤维增强复合材料(FRP)应用技术,2002,7.
[11]张锡强.复合材料用于大跨径斜拉桥发展展望[J].重庆交通学院学报,1995,3.
[12]朱金国.CFRP材料在桥梁上的应用前景.安徽建筑,2003,1.
[13]盖洪涛.CFRP在超大跨悬索桥和斜拉桥中的应用前景.黑龙江交通科技,2003,9.
[14]刘荣桂,龚向华,李成绩等.斜拉桥CFRP索锚固性能试验.工业建筑,2006,36(8).
[1 5]梅葵花,吕志涛.CFRP斜拉锁的静力特性分析.中国公路学报,2004,17(2)
[16]钱锐,茅卫兵。国外对混凝土结构中新型材料FRP筋的研究及应用[J].江苏建筑,2001(1)：29-33.
[17]卓静.高强度复合材料FRP片材波形齿夹具锚固系统及应用研究[D].重庆：重庆大学土木工程学院,2004.
[18]郭范波.碳纤维预应力筋夹片式锚具的研究及开发[D].南京：东南大学,2006.
[19]吕国玉.碳纤维增强塑料预应力筋锚具的设计研究[D].武汉：武汉理工大学,2003.
[20]大卫R萨利姆著.聚合物纤维结构的形成[M].高绪珊,吴大诚等译.北京：化学工业出版社,2004.259-267.
[21]张旺玺,聚丙烯腈基碳纤维[M].上海：东华大学出版社,2005,5-10.
[22]朱虹,新型FRP筋预应力混凝土结构的研究[D].南京：东南大学土木工程学院,2004.
[23]任大龙,CFRP筋体外预应力混凝土简支梁研究[D].南京：东南大学土木工程学院,2005.
[24]MARCO A PISANI. A numerical survey on the behavior of beams prestressed with FRP cables [J]. Construction and Building Materials,1998, (8):221-232.
[25]J M LEES. Fiber-reinforced polymers in reinforced and prestressed concrete applications: moving forward [J]. Progress in Structural Engineering and aterial,2001,3(2):122-131.
[26]Building better bridges with CFRP [J]. Reinforced Plastics,1998,42(3):4-47.
[27]PATRICK X W ZOU. Long-Term Properties and Transfer Length of Fiber-Reinforced Polymers [J]. Journal of Composites for Construction,2003,7(1):10-19.
[28]Hiroshi Fukuyama. FRP composites in Japan. Concrete International, ACI,1999,21(10): 29-32.
[29]Sami Rizkalla, Pierre Labossiere. Planning for a new generation of infrastructure:Structural Engineering with FRP in Canada, Concrete International ACI,1999,21(10):25-28.
[30]Luc R. taerwe, Stijn Matthys. FRP for concrete construction:Activities in Europe. Concrete International, ACI,1999,21(10):33-36.
[31]刘慧一.FRP在混凝土结构中的应用[J].中南公路工程,1995,2：47-51.
[32]汪胜义.碳纤维复合材料(CFRP)在桥梁工程中的应用及前景[J].重庆交通学院学报,2005(1)：30-41.
[33]曾宪桃,车惠民.复合材料FRP在桥梁工程中的应用及其前景[J].桥梁建设,2000(2)：66-70.
[34]王徐生,王悦.碳纤维筋混凝土结构设计及施工技术探讨[J].山东建材学院学报,2001(4)：323-325.
[35]曾宪桃,车惠民.复合材料FRP在桥梁工程中的应用及前景.桥梁建设,2000,(2)：66-70.
[36]李宏男,赵颖华,黄承逵.纤维增强复合材料在土木工程中的研究与应用.见：第二届全国土木工程用纤维增强复合材料应用技术学术交流会论文集.昆明：清华大学出版社,2002，43-50.
[37]王文炜,李果.纤维增强塑料(FRP)在混凝土结构中的应用[J].混凝土,2001,10：37-39.
[38]吴海军,陆萍,周志祥.CFRP在新建桥梁中的应用与展望.重庆交通学院学报,2004,23(1)：1-5.
[39]陶学康,孟履祥,关建光等.纤维增强塑料筋在预应力混凝土结构中的应用.建筑结构,2004,34(4)：63-71
[40]Meier.U. Strengthening of structures with CFRP laminates:research and applications in Switzerland.In Advanced Composite Materials in Bridges and Structures.ed. K.W. Neale and P. Labossiere L:243-251
[41]张志文,朱虹,吕志涛预应力FRP筋锚具的研发.工业建筑(增刊),2004,34(370),259-262.
[42]朱万旭,黄颖,周红梅等.一种碳纤维预应力筋锚具的试验研究[C].第二届全国土木工程用纤维增强复合材料应用技术学会交流会论文集,北京,清华大学出版社,2002：382-385.
[43]梁栋.碳纤维(CFRP)预应力筋及拉锁锚固系统静力性能的试验研究[D]：[硕士学位论文].长沙：湖南大学,2004.
[44]张作诚.碳纤维筋增强混凝土的试验研究及力学性能分析[D]：[硕士学位论文].南京：河海大学,2005.
[45]王力龙,刘华山,阳梅.碳纤维筋(CFRP)夹片式锚具的有限元分析[J].南华大学学报,2005(2)：7]-81.
[46]孙志刚.碳纤维预应力筋及拉索锚固系统抗疲劳性能的试验研究[D]：[湖南大学硕士学位论文].长沙：湖南大学,2005,7.
[47]潘家祯.疲劳试验新方法-纤维疲劳试验.华东理工大学学报,1995,21(1)：56-64.
[48]高宏,张继文.土木工程用FRP材料的疲劳性能研究.江苏建筑,2006,108(1)：39-42.
[49]C. E. Demers. Construction and Building Material, Vo,12, No.1.1998:51-58.
[50]Curtis P T. The Fatigue Behavior of Fibrous Composite Material. Journal of Strain Analysis, 1989,24(4):235-244.
[51]Odagiri T, Matsumoto K, Nakai H. Fatigue and Relaxation Characteristics of Continuous Aramid Fiber Reinforced Plastic Rods. In:Thrid International Symposium on Non-Metallic (FRP) Reinforcement for Concrete Structures. Japan,1997,227-234.
[52]Hiroshi Fukuyama. FRP Composites in Japan. Concrete International. ACI,1999,21(10): 29-32.
[53]陈远洲.碳纤维增强塑料砼结构设计原则研究[D]：[硕士学位论文].武汉：武汉理工大学,2003.
[54]赵彤.碳纤维布补强加固混凝土结构新技术.天津大学出版社,2001.
[55]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与发展.中国纤维增强塑料(FRP)混凝土结构学术交流会,2000,6.
[56]岳清瑞.碳纤维材料(CFRP)加固修补混凝土结构新技术.全国建筑物鉴定与加固第四届学术交流会,1998.
[57]岳清瑞.我国碳纤维增强塑料(CFRP)加固修复土木建筑结构技术研究应用现状与展望.中国首届纤维增强塑料(FRP)混凝土结构学术交流会,2000.
[58]刘春城.CFRP复合材料在土木工程中的应用现状.北华大学学报(自然科学版),2003, 6(3).
[59]周立军.碳纤维加固技术在桥梁工程中的应用.桥梁建设,2003年增刊.
[60]李宏男.纤维增强复合材料在土木工程中的研究与应用.第二届全国土木工程用纤维增强复合材料(FRP)应用技术,2002,7.
[61]何政.FRP筋及其配筋混凝土构件的力学性能与智能特性.第二届全第二届全国土木工程用纤维增强复合材料(FRP)应用技术,2002,7.
[62]潘建伍.散斑干涉在纤维与混凝土粘结而位移场测量中的应用.东南大学学报(自然科学版),2003,33(3)
[63]李昕.置入光纤传感器测定FRP残余应力的研究.武汉大学学报(工学版),2003,36(1)
[64]Ezzeldin Y. Sayed-Ahmmed at al. A New Steel Anchorage System for Post-tensioning Applications using Carbon Fibre Reinforced Plastic Tendons. Canadian Journal of Civil Engineering,1998,25.
[65]J. G. M. Kersens, W. Bennenk et al.Prestressing with Carbon Composite Rods:A Numerical Method for Developing Reusable Prestressing Systems.ACI Structural Journal,1998,95(1).
[66]Mathmoud M. Reda Taha, Nigel G. Shrive. New Concrete Anchors for Carbon Fiber-Reinforced Polymer Post-Tensioning Tendons. ACI Structural Journal,2003,100(9).
[67]Campbell, T I, Keatley, J. P. Analysis of an Anchorage for FRP Prestressing Tendons. Proceedings of the 2nd Structural Specialty Conference, CSCE,1998.
[68]Erki, M. A.; Rizkalla, S.H. Anchorages for FRP. Concrete Int.:Design and Construction. 1993,15(6):54-59.
[69]Al-Mayah, A., Soudki, K. A, Plumtree, A. Mechanical Behavior of CFRP Rod Anchors Under Tensile Load. ASCE Journal of Composites in Construction,2000,5(2):128-135.
[70]Al-Mayah, A, Soudki, K. A., Plumtree, A.2001. Experimental and Analytical Investigation of a Stainless Steel Anchorage for CFRP Prestressing Tendons, PCI JOURNAL 2001,46(2): 88-100.
[71]Nanni,A., Bakis, C.E., O'Neil, E.F, and Dixon, T.O. Performance of FRP Tendon-Anchor Systems for Prestressed Concrete Structures.PCI Journal.1996,41:34-44.
[72]Nanni.A, Bakis.C.E and Dixon.T.O. Evaluation of FRP Tendon-Anchor Systems for Prestressed Concrete Structures. Proc.50th Ann.Conf.of the Composites Institute, Soc. Plastics Engineers,1995:21.B.1-21.B.6.
[73]T. L. Campbell, N. G. Shrive, et al. Design and Evaluation of A Wedge-Type Anchor for Fibre Reinforced Polymer Tendons. Canadian Journal of Civil Engineering,2000,27.
[74]Adil Al-Mayah, Khaled A. et al. Experimental and Analytical Investigation of a stainless Steel.
[75]Anchorage for CFRP Prestressing Tendons. PCI Journal,2001,46(1).
[76]Al-Mayah, A. Soudki, K. and Plumtree. A. Experimental and Analytical Investigation of Stainless Steel Anchor for CFRP Prestressing Tendons, PCI Journal,2001,46(2):88-100.
[77]L.C.HOLLAWAY et al. Advanced Polymer Composites and Polymers in the Civil Infrastructure [M]. Elsevier,2001.
[78]Khin.M.Harada. The Anchor Mechanism for FRP Tendons Using Highly Expansive Materials for Anchoring. Advanced Composite Materials in Bridges and Structures. CSCE,1995: 959-964.
[79]日本东京制钢株式会社.CFCC产品介绍[DB/OL].http://www.tokyorope.co.jp.
[80]www.cosacnet.soton.ac.uk/ACIC2002.
[81]www.bath.ac.uk/ace.
[82]M.M.Reda, N.G.Shrive, et al. Microstructural Investigation of Innovative UHPC. Cement and Concrete Research,1999,29.
[83]Reda, M.M., Shrive/N. G.and Gillott, J.E.,1999,"Micorstructural Investigations of Ultra High Performance Concretes", Accepted for publication in Cement and Concrete Research,Vol.29.
[84]Shaheen.E. Developments Toward a Non-Metallic (UHPC) anchorage for on site Post-Tensioning with CFRP Tendons. CD Proceedings of the International Conference on Performance of Construction Materials(ICPCM), Reda, Taha, Lissel and El-Dieb Eds., Cairo, Egypt.
[85]柳州欧威姆公司.一种碳纤维预应力筋锚固装置(ZL02252685.4).预应力FRP筋螺杆加压粘结锚具(ZL03243747.6).国家知识产权局专利公告,2003.
[86]东南大学.一种带护套的预应力FRP筋夹片锚固体装置(ZL02242609.4).国家知识产权局专利公告,2003.
[87]东南大学.预应力FRP筋的粘结锚固体装置(ZL02242610.8).国家知识产权局专利公告,2003.
[88]东南大学.预应力FRP筋夹片锚固体装置(ZL02242611.6).国家知识产权局专利公告,2003.
[89]东南大学.充填树脂挤压锚固体装置(ZL02242612.4).国家知识产权局专利公告,2003.
[90]湖南大学.一种用于纤维增强塑料拉索夹片式锚具(LZ 200620051817.2).国家知识产权局专利公告,2007.
[91]湖南大学.一种用于纤维增强塑料拉索粘结式锚具(LZ 200620051818.7).国家知识产权局专利公告,2007.
[92]湖南大学.一种用于多根纤维增强塑料筋或拉索的夹片式锚具(LZ 200710035183.0).国家知识产权局专利公告,2007.
[93]湖南大学.一种用于多根纤维增强塑料筋或拉索的复合式式锚具(LZ200710035275.9).国家知识产权局专利公告,2007.
[94]威胜利工程有限公司.锚具装置(专利号ZL 200620126691.0).国家知识产权局专利公告,2007.
[95]薛伟辰.预应力混凝土设计.同济大学出版社,2001.
[96]BENMOKRANE B, ZHANG B, CHENNOUF A. Tensile properties an pullout behaviour of AFRP and CFRP rods for grouted anchor application [J]. Construction and Building Materials, 2000,14(3):157-170.
[97]ZHANG B, BENMOKRANE B. Pullout bond properties of FRP tendon to grout [J]. ASCE Journal of Materials in Civil Engineering,2002,14 (5):399-408.
[98]ZHANG B, BENMOKRANE B. Design and evaluation of a new bond-type anchorage system for fiber reinforced polymer tendons [J]. Can. J. Civ. Eng.,2004,31:14-26.
[99]方志,粱栋,蒋田勇.不同粘结介质中CFRP筋锚固性能的试验研究[J].土木工程学报,2006,39(6)：47-51.
[100]ZHANG B, BENMOKRANE B, ADIL C. Prediction of tensile capacity of bond anchorages for FRP tensions [J]. ASCE, Journal of Composites for Construction,2000,4 (2):39-47.
[101]蒋田勇,方志.极限状态时CFRP筋粘结式锚具粘结应力分布[J].2007,24(12)：75-78
[102]安明哲,王庆生,丁建彤.建筑技术,32(1)：15-16.
[103]柯开展.纤维增强活性粉末混凝土基本力学性能及应用研究[D]：[硕士论文].福州：福州大学,2006.
[104]Mathmoud M. Reda Taha, Nigel G. Shrive. New concrete anchors for carbon fiber-reinforced polymer post-tensioning tendons—Part 1:State-of-the-art review/design. ACI Structural Journal,2003,100,(1):86-95.
[105]Mathmoud M. Reda Taha, Nigel G. Shrive. New concrete anchors for carbon fiber-reinforced polymer post-tensioning tendons-Part 2:Development/experimental investigation. ACI Structural Journal,2003,100, (1):96-104.
[106]Kerstens.J.G.M, Bennenk.W, Camp.J.W. Prestressing with Carbon Composite Rods:A Numerical Method for Developing Reusable Prestressing Systems. ACI Structural Journal, 1998,95,(1):43-50.
[107]蒋田勇,方志.CFRP筋夹片式锚具的试验研究[J].土木工程学报,2008,41(2)：60-69.
[108]颜录科,寇开昌,哈恩华,颜海燕.纤维增强复合材料在土木建筑工程中的应用研究与进展[J].中国塑料,2004(4).
[109]GB/T14370-2007.预应力筋用锚具、夹具和连接器.北京：中国标准出版社,2008,
[110]张子龙.单向复合材料拉一拉疲劳试验研究.见：第十届全国复合材料学术会议论文集.长沙：湖南科学技术出版社,1998,830-832.
[111]尹为恺,朱福如,廖忠亮等.碳纤维复合材料疲劳性能的测定.洪都科技,1995(3)：32-40.
[112]C. E. Demers. Fatigue Strength degradation of E-glass FRP composites and carbon FRP composites. Construction and Building Material,1998,12(5):311-318.
[113]M, Reda Adimi, A. Habib Rahman, Brahim Benmokrane. New method for testing fiber-reinforced polymer rod under fatigue. Journal of Composites for construction,2000, 4(4):206-213.
[114]齐红宇,温卫东.现代纤维增强复合材料疲劳理论进展.材料导报,2001,15(1)：36-38.
[115]J. N. Yang. Residual strength degradation model and theory of periodic proof tests for grapbite/expoxy laminates, J Comp Mat,1977,11(4):177-197.
[116]J. N. Yang. A stiffness degradation model for grapbite/expoxy laminates.J Comp Mat,1990, 24(7):753-796.
[117]齐红宇,温卫东.现代纤维增强复合材料疲劳理论进展.材料导报,2001,15(1)：36-38.
[118]李志军：纤维增强复合材料力学化学疲劳理论研究：[西安交通大学硕士学位论文].西安：西安交通大学土木工程学院,1995,1-7.
[119]M. Reda Adimi, A.Habib Rahman, Brahim Benmokrane. New method for testing fiber-reinforced polymer rod under fatigue. Journal of Composites for construction,2000, 4(4):206-213.
[120]Kerstens.J.G.M, Bennenk.W, Camp.J.W. Prestressing with Carbon Composite Rods:A Numerical Method for Developing Reusable Prestressing Systems. ACI Structural Journal, 1998,95, (1):43-50.
[2]蒋咏秋.复合材料力学.西安交通大学出版社,1990.
[3]赵渠森.先进复合材料手册.机械工业出版社,2003.
[4]梅葵花.CFRP在超大跨悬索桥和斜拉桥中的应用前景[J].桥梁建设,2002,2.
[5]陶学康.国际预应力材料及体外索新进展[J].OVM通讯,2001,5.
[6]姜天华.碳纤维复合材料(CFRP)在土木建筑结构中的应用及其前景[J].武汉交通管理干部学院学报,2001,1.
[7]沃丁柱.复合材料大全.机械工业出版社,2002.
[8]汤佩钊.复合材料及应用技术[M].重庆大学出版社,1998.
[9]L.C.HOLLAWAY et al.Advanced Polymer Composites and Polymers in the Civil Infrastructure[M].Elsevier,2001.
[10]吕志涛.新世纪混凝土结构对新材料的挑战.第二届全国土木工程用纤维增强复合材料(FRP)应用技术,2002,7.
[11]张锡强.复合材料用于大跨径斜拉桥发展展望[J].重庆交通学院学报,1995,3.
[12]朱金国.CFRP材料在桥梁上的应用前景.安徽建筑,2003,1.
[13]盖洪涛.CFRP在超大跨悬索桥和斜拉桥中的应用前景.黑龙江交通科技,2003,9.
[14]刘荣桂,龚向华,李成绩等.斜拉桥CFRP索锚固性能试验.工业建筑,2006,36(8).
[1 5]梅葵花,吕志涛.CFRP斜拉锁的静力特性分析.中国公路学报,2004,17(2)
[16]钱锐,茅卫兵。国外对混凝土结构中新型材料FRP筋的研究及应用[J].江苏建筑,2001(1)：29-33.
[17]卓静.高强度复合材料FRP片材波形齿夹具锚固系统及应用研究[D].重庆：重庆大学土木工程学院,2004.
[18]郭范波.碳纤维预应力筋夹片式锚具的研究及开发[D].南京：东南大学,2006.
[19]吕国玉.碳纤维增强塑料预应力筋锚具的设计研究[D].武汉：武汉理工大学,2003.
[20]大卫R萨利姆著.聚合物纤维结构的形成[M].高绪珊,吴大诚等译.北京：化学工业出版社,2004.259-267.
[21]张旺玺,聚丙烯腈基碳纤维[M].上海：东华大学出版社,2005,5-10.
[22]朱虹,新型FRP筋预应力混凝土结构的研究[D].南京：东南大学土木工程学院,2004.
[23]任大龙,CFRP筋体外预应力混凝土简支梁研究[D].南京：东南大学土木工程学院,2005.
[24]MARCO A PISANI. A numerical survey on the behavior of beams prestressed with FRP cables [J]. Construction and Building Materials,1998, (8):221-232.
[25]J M LEES. Fiber-reinforced polymers in reinforced and prestressed concrete applications: moving forward [J]. Progress in Structural Engineering and aterial,2001,3(2):122-131.
[26]Building better bridges with CFRP [J]. Reinforced Plastics,1998,42(3):4-47.
[27]PATRICK X W ZOU. Long-Term Properties and Transfer Length of Fiber-Reinforced Polymers [J]. Journal of Composites for Construction,2003,7(1):10-19.
[28]Hiroshi Fukuyama. FRP composites in Japan. Concrete International, ACI,1999,21(10): 29-32.
[29]Sami Rizkalla, Pierre Labossiere. Planning for a new generation of infrastructure:Structural Engineering with FRP in Canada, Concrete International ACI,1999,21(10):25-28.
[30]Luc R. taerwe, Stijn Matthys. FRP for concrete construction:Activities in Europe. Concrete International, ACI,1999,21(10):33-36.
[31]刘慧一.FRP在混凝土结构中的应用[J].中南公路工程,1995,2：47-51.
[32]汪胜义.碳纤维复合材料(CFRP)在桥梁工程中的应用及前景[J].重庆交通学院学报,2005(1)：30-41.
[33]曾宪桃,车惠民.复合材料FRP在桥梁工程中的应用及其前景[J].桥梁建设,2000(2)：66-70.
[34]王徐生,王悦.碳纤维筋混凝土结构设计及施工技术探讨[J].山东建材学院学报,2001(4)：323-325.
[35]曾宪桃,车惠民.复合材料FRP在桥梁工程中的应用及前景.桥梁建设,2000,(2)：66-70.
[36]李宏男,赵颖华,黄承逵.纤维增强复合材料在土木工程中的研究与应用.见：第二届全国土木工程用纤维增强复合材料应用技术学术交流会论文集.昆明：清华大学出版社,2002，43-50.
[37]王文炜,李果.纤维增强塑料(FRP)在混凝土结构中的应用[J].混凝土,2001,10：37-39.
[38]吴海军,陆萍,周志祥.CFRP在新建桥梁中的应用与展望.重庆交通学院学报,2004,23(1)：1-5.
[39]陶学康,孟履祥,关建光等.纤维增强塑料筋在预应力混凝土结构中的应用.建筑结构,2004,34(4)：63-71
[40]Meier.U. Strengthening of structures with CFRP laminates:research and applications in Switzerland.In Advanced Composite Materials in Bridges and Structures.ed. K.W. Neale and P. Labossiere L:243-251
[41]张志文,朱虹,吕志涛预应力FRP筋锚具的研发.工业建筑(增刊),2004,34(370),259-262.
[42]朱万旭,黄颖,周红梅等.一种碳纤维预应力筋锚具的试验研究[C].第二届全国土木工程用纤维增强复合材料应用技术学会交流会论文集,北京,清华大学出版社,2002：382-385.
[43]梁栋.碳纤维(CFRP)预应力筋及拉锁锚固系统静力性能的试验研究[D]：[硕士学位论文].长沙：湖南大学,2004.
[44]张作诚.碳纤维筋增强混凝土的试验研究及力学性能分析[D]：[硕士学位论文].南京：河海大学,2005.
[45]王力龙,刘华山,阳梅.碳纤维筋(CFRP)夹片式锚具的有限元分析[J].南华大学学报,2005(2)：7]-81.
[46]孙志刚.碳纤维预应力筋及拉索锚固系统抗疲劳性能的试验研究[D]：[湖南大学硕士学位论文].长沙：湖南大学,2005,7.
[47]潘家祯.疲劳试验新方法-纤维疲劳试验.华东理工大学学报,1995,21(1)：56-64.
[48]高宏,张继文.土木工程用FRP材料的疲劳性能研究.江苏建筑,2006,108(1)：39-42.
[49]C. E. Demers. Construction and Building Material, Vo,12, No.1.1998:51-58.
[50]Curtis P T. The Fatigue Behavior of Fibrous Composite Material. Journal of Strain Analysis, 1989,24(4):235-244.
[51]Odagiri T, Matsumoto K, Nakai H. Fatigue and Relaxation Characteristics of Continuous Aramid Fiber Reinforced Plastic Rods. In:Thrid International Symposium on Non-Metallic (FRP) Reinforcement for Concrete Structures. Japan,1997,227-234.
[52]Hiroshi Fukuyama. FRP Composites in Japan. Concrete International. ACI,1999,21(10): 29-32.
[53]陈远洲.碳纤维增强塑料砼结构设计原则研究[D]：[硕士学位论文].武汉：武汉理工大学,2003.
[54]赵彤.碳纤维布补强加固混凝土结构新技术.天津大学出版社,2001.
[55]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与发展.中国纤维增强塑料(FRP)混凝土结构学术交流会,2000,6.
[56]岳清瑞.碳纤维材料(CFRP)加固修补混凝土结构新技术.全国建筑物鉴定与加固第四届学术交流会,1998.
[57]岳清瑞.我国碳纤维增强塑料(CFRP)加固修复土木建筑结构技术研究应用现状与展望.中国首届纤维增强塑料(FRP)混凝土结构学术交流会,2000.
[58]刘春城.CFRP复合材料在土木工程中的应用现状.北华大学学报(自然科学版),2003, 6(3).
[59]周立军.碳纤维加固技术在桥梁工程中的应用.桥梁建设,2003年增刊.
[60]李宏男.纤维增强复合材料在土木工程中的研究与应用.第二届全国土木工程用纤维增强复合材料(FRP)应用技术,2002,7.
[61]何政.FRP筋及其配筋混凝土构件的力学性能与智能特性.第二届全第二届全国土木工程用纤维增强复合材料(FRP)应用技术,2002,7.
[62]潘建伍.散斑干涉在纤维与混凝土粘结而位移场测量中的应用.东南大学学报(自然科学版),2003,33(3)
[63]李昕.置入光纤传感器测定FRP残余应力的研究.武汉大学学报(工学版),2003,36(1)
[64]Ezzeldin Y. Sayed-Ahmmed at al. A New Steel Anchorage System for Post-tensioning Applications using Carbon Fibre Reinforced Plastic Tendons. Canadian Journal of Civil Engineering,1998,25.
[65]J. G. M. Kersens, W. Bennenk et al.Prestressing with Carbon Composite Rods:A Numerical Method for Developing Reusable Prestressing Systems.ACI Structural Journal,1998,95(1).
[66]Mathmoud M. Reda Taha, Nigel G. Shrive. New Concrete Anchors for Carbon Fiber-Reinforced Polymer Post-Tensioning Tendons. ACI Structural Journal,2003,100(9).
[67]Campbell, T I, Keatley, J. P. Analysis of an Anchorage for FRP Prestressing Tendons. Proceedings of the 2nd Structural Specialty Conference, CSCE,1998.
[68]Erki, M. A.; Rizkalla, S.H. Anchorages for FRP. Concrete Int.:Design and Construction. 1993,15(6):54-59.
[69]Al-Mayah, A., Soudki, K. A, Plumtree, A. Mechanical Behavior of CFRP Rod Anchors Under Tensile Load. ASCE Journal of Composites in Construction,2000,5(2):128-135.
[70]Al-Mayah, A, Soudki, K. A., Plumtree, A.2001. Experimental and Analytical Investigation of a Stainless Steel Anchorage for CFRP Prestressing Tendons, PCI JOURNAL 2001,46(2): 88-100.
[71]Nanni,A., Bakis, C.E., O'Neil, E.F, and Dixon, T.O. Performance of FRP Tendon-Anchor Systems for Prestressed Concrete Structures.PCI Journal.1996,41:34-44.
[72]Nanni.A, Bakis.C.E and Dixon.T.O. Evaluation of FRP Tendon-Anchor Systems for Prestressed Concrete Structures. Proc.50th Ann.Conf.of the Composites Institute, Soc. Plastics Engineers,1995:21.B.1-21.B.6.
[73]T. L. Campbell, N. G. Shrive, et al. Design and Evaluation of A Wedge-Type Anchor for Fibre Reinforced Polymer Tendons. Canadian Journal of Civil Engineering,2000,27.
[74]Adil Al-Mayah, Khaled A. et al. Experimental and Analytical Investigation of a stainless Steel.
[75]Anchorage for CFRP Prestressing Tendons. PCI Journal,2001,46(1).
[76]Al-Mayah, A. Soudki, K. and Plumtree. A. Experimental and Analytical Investigation of Stainless Steel Anchor for CFRP Prestressing Tendons, PCI Journal,2001,46(2):88-100.
[77]L.C.HOLLAWAY et al. Advanced Polymer Composites and Polymers in the Civil Infrastructure [M]. Elsevier,2001.
[78]Khin.M.Harada. The Anchor Mechanism for FRP Tendons Using Highly Expansive Materials for Anchoring. Advanced Composite Materials in Bridges and Structures. CSCE,1995: 959-964.
[79]日本东京制钢株式会社.CFCC产品介绍[DB/OL].http://www.tokyorope.co.jp.
[80]www.cosacnet.soton.ac.uk/ACIC2002.
[81]www.bath.ac.uk/ace.
[82]M.M.Reda, N.G.Shrive, et al. Microstructural Investigation of Innovative UHPC. Cement and Concrete Research,1999,29.
[83]Reda, M.M., Shrive/N. G.and Gillott, J.E.,1999,"Micorstructural Investigations of Ultra High Performance Concretes", Accepted for publication in Cement and Concrete Research,Vol.29.
[84]Shaheen.E. Developments Toward a Non-Metallic (UHPC) anchorage for on site Post-Tensioning with CFRP Tendons. CD Proceedings of the International Conference on Performance of Construction Materials(ICPCM), Reda, Taha, Lissel and El-Dieb Eds., Cairo, Egypt.
[85]柳州欧威姆公司.一种碳纤维预应力筋锚固装置(ZL02252685.4).预应力FRP筋螺杆加压粘结锚具(ZL03243747.6).国家知识产权局专利公告,2003.
[86]东南大学.一种带护套的预应力FRP筋夹片锚固体装置(ZL02242609.4).国家知识产权局专利公告,2003.
[87]东南大学.预应力FRP筋的粘结锚固体装置(ZL02242610.8).国家知识产权局专利公告,2003.
[88]东南大学.预应力FRP筋夹片锚固体装置(ZL02242611.6).国家知识产权局专利公告,2003.
[89]东南大学.充填树脂挤压锚固体装置(ZL02242612.4).国家知识产权局专利公告,2003.
[90]湖南大学.一种用于纤维增强塑料拉索夹片式锚具(LZ 200620051817.2).国家知识产权局专利公告,2007.
[91]湖南大学.一种用于纤维增强塑料拉索粘结式锚具(LZ 200620051818.7).国家知识产权局专利公告,2007.
[92]湖南大学.一种用于多根纤维增强塑料筋或拉索的夹片式锚具(LZ 200710035183.0).国家知识产权局专利公告,2007.
[93]湖南大学.一种用于多根纤维增强塑料筋或拉索的复合式式锚具(LZ200710035275.9).国家知识产权局专利公告,2007.
[94]威胜利工程有限公司.锚具装置(专利号ZL 200620126691.0).国家知识产权局专利公告,2007.
[95]薛伟辰.预应力混凝土设计.同济大学出版社,2001.
[96]BENMOKRANE B, ZHANG B, CHENNOUF A. Tensile properties an pullout behaviour of AFRP and CFRP rods for grouted anchor application [J]. Construction and Building Materials, 2000,14(3):157-170.
[97]ZHANG B, BENMOKRANE B. Pullout bond properties of FRP tendon to grout [J]. ASCE Journal of Materials in Civil Engineering,2002,14 (5):399-408.
[98]ZHANG B, BENMOKRANE B. Design and evaluation of a new bond-type anchorage system for fiber reinforced polymer tendons [J]. Can. J. Civ. Eng.,2004,31:14-26.
[99]方志,粱栋,蒋田勇.不同粘结介质中CFRP筋锚固性能的试验研究[J].土木工程学报,2006,39(6)：47-51.
[100]ZHANG B, BENMOKRANE B, ADIL C. Prediction of tensile capacity of bond anchorages for FRP tensions [J]. ASCE, Journal of Composites for Construction,2000,4 (2):39-47.
[101]蒋田勇,方志.极限状态时CFRP筋粘结式锚具粘结应力分布[J].2007,24(12)：75-78
[102]安明哲,王庆生,丁建彤.建筑技术,32(1)：15-16.
[103]柯开展.纤维增强活性粉末混凝土基本力学性能及应用研究[D]：[硕士论文].福州：福州大学,2006.
[104]Mathmoud M. Reda Taha, Nigel G. Shrive. New concrete anchors for carbon fiber-reinforced polymer post-tensioning tendons—Part 1:State-of-the-art review/design. ACI Structural Journal,2003,100,(1):86-95.
[105]Mathmoud M. Reda Taha, Nigel G. Shrive. New concrete anchors for carbon fiber-reinforced polymer post-tensioning tendons-Part 2:Development/experimental investigation. ACI Structural Journal,2003,100, (1):96-104.
[106]Kerstens.J.G.M, Bennenk.W, Camp.J.W. Prestressing with Carbon Composite Rods:A Numerical Method for Developing Reusable Prestressing Systems. ACI Structural Journal, 1998,95,(1):43-50.
[107]蒋田勇,方志.CFRP筋夹片式锚具的试验研究[J].土木工程学报,2008,41(2)：60-69.
[108]颜录科,寇开昌,哈恩华,颜海燕.纤维增强复合材料在土木建筑工程中的应用研究与进展[J].中国塑料,2004(4).
[109]GB/T14370-2007.预应力筋用锚具、夹具和连接器.北京：中国标准出版社,2008,
[110]张子龙.单向复合材料拉一拉疲劳试验研究.见：第十届全国复合材料学术会议论文集.长沙：湖南科学技术出版社,1998,830-832.
[111]尹为恺,朱福如,廖忠亮等.碳纤维复合材料疲劳性能的测定.洪都科技,1995(3)：32-40.
[112]C. E. Demers. Fatigue Strength degradation of E-glass FRP composites and carbon FRP composites. Construction and Building Material,1998,12(5):311-318.
[113]M, Reda Adimi, A. Habib Rahman, Brahim Benmokrane. New method for testing fiber-reinforced polymer rod under fatigue. Journal of Composites for construction,2000, 4(4):206-213.
[114]齐红宇,温卫东.现代纤维增强复合材料疲劳理论进展.材料导报,2001,15(1)：36-38.
[115]J. N. Yang. Residual strength degradation model and theory of periodic proof tests for grapbite/expoxy laminates, J Comp Mat,1977,11(4):177-197.
[116]J. N. Yang. A stiffness degradation model for grapbite/expoxy laminates.J Comp Mat,1990, 24(7):753-796.
[117]齐红宇,温卫东.现代纤维增强复合材料疲劳理论进展.材料导报,2001,15(1)：36-38.
[118]李志军：纤维增强复合材料力学化学疲劳理论研究：[西安交通大学硕士学位论文].西安：西安交通大学土木工程学院,1995,1-7.
[119]M. Reda Adimi, A.Habib Rahman, Brahim Benmokrane. New method for testing fiber-reinforced polymer rod under fatigue. Journal of Composites for construction,2000, 4(4):206-213.
[120]Kerstens.J.G.M, Bennenk.W, Camp.J.W. Prestressing with Carbon Composite Rods:A Numerical Method for Developing Reusable Prestressing Systems. ACI Structural Journal, 1998,95, (1):43-50.