Abstract
The cutterhead of a tunnel-boring machine (TBM) is the main weighted part in the process of tunneling and bears loadings in different directions. A fatigue failure of a cutterhead would severely affect the construction progress and safety. Therefore, it is of great importance to study the fatigue reliability of its cracks. In this study, the area of the cutterhead with a higher stress was found using static strength analysis and we analyzed the dynamic stress characteristics. In addition, the stress intensity factor of a cutterhead crack was calculated using the submodeling technique, and the crack propagation mechanism and damage characteristics of a cutterhead crack were also analyzed. Then, combined with crack fatigue theory, we proposed a fatigue reliability evaluation method based on the Joint Committee on Structure Safety method (known as the JC method), and the effects of different factors on the reliability were discussed for different geological conditions. The results show that the crack propagation was of the open and tear types in the deepest part of the crack tip, but there are three kinds of propagation modes at both ends. As the initial crack depth increased, the fatigue reliability of the cutterhead decreased significantly. The reliability was positively correlated with the crack shape ratio. However, there were no significant relationships between the reliability and the depth of the critical crack.
Highlights
A tunnel-boring machine (TBM) is an advantageous tool for the development of underground space, and it has been used more extensively recently [1,2,3,4]
Combined with crack fatigue theory, we proposed a fatigue reliability evaluation method based on the Joint Committee on Structure Safety method, and the effects of different factors on the reliability were discussed for different geological conditions
The results show that the crack propagation was of the open and tear types in the deepest part of the crack tip, but there are three kinds of propagation modes at both ends
Summary
A tunnel-boring machine (TBM) is an advantageous tool for the development of underground space, and it has been used more extensively recently [1,2,3,4]. The cutterhead is located at the front end of a TBM and its working conditions are extreme [5]. It bears severe impulses but is affected by high temperatures, corrosion, and other environmental factors; it is prone to fatigue failure [6,7]. According to Zhu et al [11], the failure of a cutterhead is mainly caused by cracks. The main cause of failure is the lack of a reliability evaluation method in actual engineering [12]; it is mandatory to better understand the crack propagation mechanism and fatigue reliability of the cutterhead
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