[1] WANG M S. An overview of development of railways tunnels and underground works in China [J]. Tunnel Construction, 2010, 30(4): 351-364 (in Chinese).
[2] QIAN Q H, LI Z P, FU D M. The present and prospect of application of tunneler in China’s underground engineering [J]. Underground Space, 2002, 22(1): 1-11 (in Chinese).
[3] HAERI H, MARJI M F. Simulating the crack propagation and cracks coalescence underneath TBM disccutters [J]. Arabian Journal of Geosciences, 2016, 9(2):1-10.
[4] HUO J Z, WANG W Z, SUN W, et al. The multi-stage rock fragmentation load prediction model of tunnel boring machine cutter group based on dense core theory [J]. The International Journal of Advanced Manufacturing Technology, 2017, 90(1/2/3/4): 277-289.
[5] HUO J Z, ZHU D, HOU N, et al. Application of a small-timescale fatigue, crack-growth model to the plane stress/strain transition in predicting the lifetime of a tunnel-boring-machine cutter head [J]. Engineering Failure Analysis, 2017, 71: 11-30.
[6] HUO J Z, HOU N, SUN W, et al. Analyses of dynamic characteristics and structure optimization of tunnel boring machine cutter system with multi-joint surface[J]. Nonlinear Dynamics, 2017, 87(1): 237-254.
[7] HUO J Z, WU H Y, YANG J, et al. Multi-directional coupling dynamic characteristics analysis of TBM cutterhead system based on tunnelling field test [J]. Journal of Mechanical Science and Technology, 2015, 29(8):3043-3058.
[8] HUO J Z, SUN X L, LI G Q, et al. Multi-degree-offreedom coupling dynamic characteristic of TBM disccutter under shock excitation [J]. Journal of Central South University, 2015, 22(9): 3326-3337.
[9] ZHANG X H, XIA Y M, ZHANG Y C, et al. Experimental study on wear behaviors of TBM disccutter ring under drying, water and seawater conditions [J]. Wear, 2017, 392/393: 109-117.
[10] XIA Y M, TIAN Y C, TAN Q, et al. Side force formation mechanism and change law of TBM center cutter [J]. Journal of Central South University, 2016, 23(5):1115-1122.
[11] JIANG W, YU D W, FENG P F. Static stiffness analysis and structure optimization of stiffened plate [J]. Machinery Design & Manufacture, 2008(2): 4-6 (in Chinese).
[12] DONG Q. Research on low cycle fatigue of ship stiffened plate based on fracture mechanics [D]. Wuhan: Wuhan University of Technology, 2014 (in Chinese).
[13] JIANG C X, LI Z Q, LI K Q. The stress intensity factors of finite centrally cracked stiffened plate under various width and height [J]. Journal Of Wuhan University of Technology, 2016, 28(7): 75-77 (in Chinese).
[14] POE C. Stress intensity factor for a cracked sheet with riveted and uniformly spaced stringers [R]. Washington: NASA, 1971.
[15] SHKARAYEV S V, MOVER E T. Edge cracks in stiff- ened plates [J]. Engineering Fracture Mechanics, 1987, 27(2): 127-134.
[16] WANG F. Residual ultimate strength analyses of cracked ship structures [D]. Shanghai: Shanghai Jiao Tong University, 2007 (in Chinese).
[17] ZHU Y, QING G. Influence of stiffened plate width on stress intensity factor [J]. Equipment Manufacturing Technology, 2014(5): 266-268 (in Chinese).
[18] SABELKIN V, MALL S, AVRAM J B. Fatigue crack growth analysis of stiffened cracked panel repaired with bonded composite patch [J]. Engineering Fracture Mechanics, 2006, 73(11): 1553-1567.
[19] FENG G Q, GARBATOV Y, SOARES C G. Fatigue reliability of a stiffened panel subjected to correlated crack growth [J]. Structural Safety, 2012, 36/37: 39-46.
[20] SUN W, ZHU Y, HUO J Z, et al. Multiple cracks failure rule for TBM cutterhead based on threedimensional crack propagation calculation [J]. Engineering Failure Analysis, 2018, 93: 224-240.
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