JIANG D H,SHAH S P,ANDONIAN A T.Study of the Transfer of Tensile Forces by Bond[J].ACI Journal Proceedings,1984,81(3):251-259.
[3]
KHIN M,HARADA T,TOKUMISU S,et al.Anchor Mechanism for FRP Tendons Using Highly Expansive Materials for Anchoring[C]//CSCE.Advanced Composite Materials in Bridges and Structures.Ot-tawa:CSCE,1996:959-964.
[4]
HE Zheng,LU Fu-yong,ZHOU Zhi.Application of Distribution OFBG-GFRP Rod Sensor in Bond Test[J].Journal of Functional Materials,2006,37(9):1455-1458.
[5]
CEN Xiao-yan.Experimental Research on the Bond Performance Between Carbon Fiber Reinforced Plastic Bars and Reactive Powder Concrete[D].Changsha:Hunan University,2006:40-46.
[6]
JIANG Tian-yong.Experimental and Theoretical Investigation on the Anchorage System for CFRP Tendons[D].Changsha:Hunan University,2008:45-62.
[7]
JT329.2—1997,Test Method and Inspect Rules of Prestressing Strand Anchorage and Coupler for Highway Bridge[S].
ABRISHAML H H,MITCHELL D.Analysis of Bond Stress Distribution in Pullout Specimens[J].Journal of Structural Engineering,1996,122(3):255-261.
[17]
ZHANG Gang-qin.The Anchoring Mechanism and the Numerical Analysis of the Fiber Reinforced Polymer Tendon[D].Zhengzhou:Zhengzhou University,2004:27-38.
[18]
GAO Dan-ying,ZHANG Gang-qin.Numerical Analysis of Anchorage Behavior of Fiber Reinforced Plastic Bolts[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(20):3724-3729.