[1]
Lv Zhitao, Mei Kuihua. First application of CFRP cables for a cable-stayed bridge in China[J]. China Clvil Engineering Journal, 2007, (1): 54-58.
Google Scholar
[2]
Liu Rong-gui, Xu Fei. Analysis of Static Load Test for Cable-stayed Bridge with CFRP Cables[J]. China Journal of Highway and Transport, 2009, 22(2): 48-52.
Google Scholar
[3]
Fang Zhi, Liang Dong, Jiang Tianyong. Experimental investigation on the anchorage performance of CFRP tendon in different bond mediums[J]. China Civil Engineering Journal, 2006, 39(6): 74-78.
Google Scholar
[4]
Zhuge Ping, Qiang Shizhong. Theoretical and experimental investigation of a new CFRP tendon wedge-anchor[J]. China Civil Engineering Journal, 2011, 44(10): 68-72.
Google Scholar
[5]
Ahmed Elrefai, Jeffrey S. West, Khaled Soudki. Performance of CFRP tendon-anchor assembly under fatigue loading[J]. Composite Structures. 2007, 80: 352-360.
DOI: 10.1016/j.compstruct.2006.05.023
Google Scholar
[6]
Li Mingjun. Experimental Study and Anchorage Mechanism Investigation on improved type anchorage for CFRP Tendons[D]. University of Jiangsu, (2012).
Google Scholar
[7]
Jiang Tianyong, Fang Zhi. Experimental investiga tion on the performance of wedge-bond anchors for CFRP tendons[J]. China Civil Engineering Journal, 2010, 43(2): 79-87.
Google Scholar
[8]
Wang Jun, Li Mingjun, Cai dongsheng, Liu Dexin. Mechanical behavior experiment of wedge-bond anchorage for CFRP-tendons[J]. Journal of Jiangsu University(Natural Science Edition), 2012, 33(6): 726-729.
Google Scholar