[1]
Chen Weizhen, Xu Jun, Damage detection and analysis for cable wires and anchors of Shimen Bridge over the Jialing River,Shang hai.Tong ji university.2006.06. In Chinese.
Google Scholar
[2]
Pu Qianhui, Xia zhaoguang, Detection report on cable wires of Qianwei Bridge over Minjiang River, Chengdu Southwest Traffic university.2000.6 In Chinese.
Google Scholar
[3]
Zhu Jinsong, Xiao Rucheng, The method of big span cable-stayed Bridges of safety analysis, Journal of China civil engineering.2006, 36(9):74-79 In Chinese.
Google Scholar
[4]
Kong Qingkai, Research on large-span half-through bridge short level effect, Chengdu South west traffic university.2003 In Chinese.
Google Scholar
[5]
Liao J.Y., Su.D.G., Breaking Failure Analysis of the Steel Ropes of a Gaff-roped Bridge.Corrosion and Protection,1999, 20(2):83-85.
Google Scholar
[6]
Saul R., Humpf K, Inspection and Maintenance of Cable-Stayed Bridges-German Experiences, First International Conference on Bridge Maintenance, Safety and Management. IABMAS, Barcelona, Spain, 9.
Google Scholar
[7]
Hopwood.T., Haven.J., Inspection,Prevention and remedy of suspension bridge cable corrosion problems, Kentucky Transportation Research Program Rep, UKTRP-84-15, Univ. of Kentucky, Lexington, Ky.
Google Scholar
[8]
Betti R., Vermaas.G., Cao.Y., Corrosion and Embrittlement in High-Strength Wires in Suspension Bridge Cables, Journal of Bridge Engineering. 2005,10(2).151-162
DOI: 10.1061/(asce)1084-0702(2005)10:2(151)
Google Scholar
[9]
Shun-ichi Nakamura, Keita Suzumura, Toshimi Tarui, Mechanical Properties and Remaining Strength of Corroded Bridge Wires, Structural Engineering International, Journal of the International Association for Bridge and Structural Engineering (IABSE). (2004)50-54
DOI: 10.2749/101686604777964305
Google Scholar
[10]
Mayrbaurl R. M., Camo S., Cracking and Fracture of Suspension Bridge Wire, Journal of Bridge Engineering. (2001) 6(6):645-650
DOI: 10.1061/(asce)1084-0702(2001)6:6(645)
Google Scholar
[11]
The analysis on collapse of bridge decking Kongque river bridge in Korla city, Sichuan province communications department highway planning, survey, desigh and research institute.
Google Scholar
[12]
J.Toribio, E. Ovejero. Failure analysis of cold drawn prestressing steel wires subjected to stress corrosion cracking, Engineering Failure Analysis. (2005)654–661
DOI: 10.1016/j.engfailanal.2004.12.021
Google Scholar
[13]
Shun-ichi Nakamura, Keita Suzumura, Toshimi Tarui. Mechanical Properties and Remaining Strength of Corroded Bridge Wires, Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE). (2004)14: 50-54
DOI: 10.2749/101686604777964305
Google Scholar
[14]
Xu Jun, The methods of railway steel bridge fatigue life assemen, Chengdu Southwest Traffic University.2003 In Chinese.
Google Scholar
[15]
J.Llorca., V.Sanchez-Galvez, Fatigue Threshold Determination in High Strength Cold Drawn Eutectoid Steel Wires, Engineering Fracture Mechanics. 1987,26(6):869–882
DOI: 10.1016/0013-7944(87)90035-x
Google Scholar