EL-Hacha R, Elbadry M.Strengthening Concret e Beams with Externally Prestressed Carbon Fiber Composite Cables [C].London FRPRCS-5,Thomas Telford, 2001 :699 -708.
[2]
Debernardi P G, Taliano M.On Evaluation of Rotation Capacity for Reinforced Concrete Beams [J].ACI Structural Journal, 2002, 99 (3):360 -368.
[3]
Naaman A E, Alkhairi F M.Stress at Ultimate in Unbonded Post-Tensioning Tendons:Part2-ProposedMethodology [J].ACI St ructural Journal, 1991, 88 (6):683-692.
[4]
Harajli M H, Hijazi S A.Evaluation of the Ultimate Steel Stress in Part ially Prestressed Concret e Members [J].PCI Journal, 1991, 36 (1):62 -82.
[5]
Mut suyoshi H, etc.Flexural Behavior and Proposal of Design Equation for Flexural Strength of Externally Prestressed Concrete Members [J].Concrete Library of JSCE, No.28:65 -77.
[6]
Tsuchida K, Mutsuyoshi H.Researches on Flexural Characteristi cs of Prestressing Beamswith External Cables [J].JCl 1994, 16 (2):1009-1014.
[7]
Mutsuyoshi H, Machida A.Behavior of Prestressed Concrete Beams Using FRP as External Cable [J].ACI SP -138 -25, 1993:401 -417.