13th International Conference on Fracture June 16–21, 2013, Beijing, China -6- [3] R. Sause, Barriers to the use of high performance steel in I-girder highway bridges, In: Proceedings of ASCE structures congress XIV, (1996) 108-115. [4] T. Guo, M. Wei, L. Liu, Development of new type atmospheric corrosion resisting steel A709M-HPS 485W for bridge, Steel Construction, (2009) 17-20. [5] ASTM, E647-08. Standard test method for measurement of fatigue crack growth rates, 2008. [6] GB/T 6398-2000，Standard test method for fatigue crack growth rates of metallic materials. Beijing: China Plan Publications, 2000. [7] R. Xu, X. Duan, Z. Zhan, Investigation on theoretical threshold, Structure & Environment Engineering, (1995) 12-16. [8] W. Ren, Experiment on fatigue crack growth rate of 14MnNb new type bridge steel, Journal of Changsha Railway University, (1994) 57-65. [9] Y. Zhang, Study on performance and safety design of fatigue and fracture in large-scale railway steel welded bridge, Tsinghua University, 2004.
RkJQdWJsaXNoZXIy MjM0NDE=