NAAMAN A E,JEONG S M.Structural Ductility of Concrete Beams Prestressed with FRP Tendons[C]//TAERWE L.Non-metallic (FRP) Reinforcement for Concrete Structures: Proceedings of the Second International RILEM Symposium.London:E & FN Spon,1995:379-386.
[5]
GB 50010—2002,Code for Design of Concrete Structures[S].
[6]
TB 10002.3—2005,Code for Design on Reinforced and Prestressed Concrete Structures of Railway Bridge and Culvert[S].
[7]
CEB-FIP Model Code 1990,Design Code[S].
[8]
GUO Zhen-hai,SHI Xu-dong.Reinforced Concrete:Theory and Analyse[M].Beijing:Tsinghua Univer-sity Press,2003.
[9]
YANG Jian,FANG Zhi.Research on Flexural Behaviors of Prestressed Ultra High Performance Concrete Beams[J].China Journal of Highway and Transport,2009,22(1):39-46.
[10]
MILLER R A,AKTAN A E,SHAHROOZ B M.Destructive Testing of Decommissioned Concrete Slab Bridge[J].Journal of Structural Engineering,1994,120(7):2176-2198.
[11]
XIE Jia-quan,WU Zan-ping,HUA Bin,et al.Practical Experimental Study on Ultimate Bearing Capacity of Actual Bridge in Huning Expressway Extension Project[J].Modern Transportation Technology,2006(5):77-84.
[12]
JTG D62—2004,Code for Design of Highway Re-inforced Concrete and Prestressed Concrete Bridges and Culverts[S].
[13]
GB 50010—2002,混凝土结构设计规范[S].
[14]
TB 10002.3—2005,铁路桥涵钢筋混凝土和预应力混凝土结构设计规范[S].
[15]
ACI 318M-05,Building Code Requirements for Structural Concrete and Commentary[S].