SAADATMANESH H, TANNOUS F E.Long-term Behavior of Aramid Fiber Reinforced Plastic(AFRP/CFRP) Tendons[J].ACI Materials Journal, 1999, 96(1):297-305.
[8]
XUE Wei-chen.Design of Modern Prestressed Concrete Structures[M].Beijing:China Architecture & Building Press, 2003.
[9]
XUE Wei-chen.Experimental Studies and FEM Analysis of Concrete Beams Prestressed with New-type FRP Rebars[J].Journal of the China Railway Society, 2003, 25(5):104-108.
[10]
GRACE N F.Response of Continuous CFRP Prestressed Concrete Bridges Under Static and Repeated Loadings[J].PCI Journal, 2000, 45(5):84-102.
[11]
BALAGURU P N, SHAH S P.A Method of Predicting Crack Widths and Deflections for Fatigue Loading[J].ACI Special Publication, 1982, 75(5):153-175.
[12]
OU Jin-ping, LIN Yan-qing.Experimental Study on Degradation of Ultimate Strength and Elastic Modulus of Plain Concrete Under Multi-stage High-cycle Fatigue Loading[J].Journal of Harbin University of Civil Engineering and Architecture, 1998, 31(4):1-8.
[13]
WANG Rui-min, ZHAO Guo-fan, SONG Yu-pu.Fatigue of Plain Concrete Under Compression[J].China Civil Engineering Journal, 1991, 24(4):38-47.
[14]
SAADATMANESH H, TANNOUS F E.Relaxation, Creep, and Fatigue Behavior of Carbon Fiber Reinforced Plastic Tendon[J].ACI Materials Journal, 1999, 96(2):143-153.