Six concrete beams prestressed with bonded CFRP tendons under static monotonous loadings are tested.Combined with relevant test results at home and abroad,the calculation methods on prestressing loss of bonded CFRP tendons are studied,and the corresponding design suggestions are proposed.
Katou T,Hayashida N. Testing and Applications of Prestressed ConcreteBeams with CFRP Tendons. Fiber-Reinforced-Plastic(FRP)Reinforcementfor Concrete Structures: Properties and Applications, Elsevier SciencePubilisher, 1993: 249-265
Rajan Sen. Static Response of Fiber Glass Pretensioned Beams. Journal ofStructural Engineering, 1994, 120(1):25-31