参考文献/References:
[1] ACI Committee 440.ACI 440.4R-04 Prestressing concrete structures with FRP tendons[S].Farmington Hills,Mich:American Concrete Institute,2004.
[2] Grace N F,Navarre F C,Nacey R B,et al.Design-construction of bridge street bridge—first CFRP bridge in the United States [J]. PCI Journal,2002,47(5):20-35.
[3] JSCE.Recommendation for design and construction of concrete structures using continuous fiber reinforcing materials[S].Tokyo:Research Committee on Continuous Fiber Reinforcing Materials,JSCE.1997.
[4] Gilstrap J M,Burke C R,Dowden D M,et al.Development of FRP reinforcement guidelines for prestressed concrete structures [J]. Journal of Composites for Construction,1997,1(4):131-139.
[5] Grace N F,Enomoto T,Abdel-sayed G,et al.Experimental study and analysis of a full-scale CFRP/CFCC double-tee bridge beam [J].PCI Journal,2003,48(4):120-139.
[6] 中华人民共和国交通部.JTG D62—2004 公路钢筋混凝土及预应力混凝土桥涵设计规范[S].北京:人民交通出版社,2004.
[7] ACI Committee.ACI 440.1R-06 Guide for the design and construction of structural concrete reinforced with FRP bars [S].Farmington Hills,Mich:American Concrete Institute,2006.
[8] Zou P X W.Flexural behavior and deformability of fiber reinforced polymer prestressed concrete beams [J]. Journal of Composites for Construction,2003,7(4):275-284.
[9] Abdelrahman A A,Rizkalla S H.Deflection control of concrete beams pretensioned by CFRP reinforcements[J]. Journal of Composites for Construction,1999,3(2):55-62.
[10] 中华人民共和国建设部.GB 50010—2002 混凝土结构设计规范[S].北京:中国建筑工业出版社,2002.
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