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Numerical Analysis of New Stainless Steel Corrugated Plate Reinforcement of Shield Tunnel Segmental Joints Based on Virtual Tracking Element Technology
Ding, W.; Ma, C.; Guo, Y.; Li, X.; Li, S. Numerical Analysis of New Stainless-Steel Corrugated-Plate Reinforcement of Shield-Tunnel Segmental Joints Based on Virtual-Tracking-Element Technology. Appl. Sci.2023, 13, 5904.
Ding, W.; Ma, C.; Guo, Y.; Li, X.; Li, S. Numerical Analysis of New Stainless-Steel Corrugated-Plate Reinforcement of Shield-Tunnel Segmental Joints Based on Virtual-Tracking-Element Technology. Appl. Sci. 2023, 13, 5904.
Ding, W.; Ma, C.; Guo, Y.; Li, X.; Li, S. Numerical Analysis of New Stainless-Steel Corrugated-Plate Reinforcement of Shield-Tunnel Segmental Joints Based on Virtual-Tracking-Element Technology. Appl. Sci.2023, 13, 5904.
Ding, W.; Ma, C.; Guo, Y.; Li, X.; Li, S. Numerical Analysis of New Stainless-Steel Corrugated-Plate Reinforcement of Shield-Tunnel Segmental Joints Based on Virtual-Tracking-Element Technology. Appl. Sci. 2023, 13, 5904.
Abstract
The shield tunnels inevitably endure various damage with the service time increasing. Meanwhile, steel corrugated plate has been used extensively in multiple conditions and proved effective to strengthen the segmental joints by full-scale tests. A numerical model is proposed to probe the feasibility of using new Stainless Steel Corrugated Plate (SSCP) to reinforce the shield tunnel segments. A new method, called virtual tracking element technology, is employed to achieve the simulation of realistic stress state of the segmental joint. Moreover, the segmental joint component analysis and parametric study are conducted based on the numerical model. The results demonstrate that: (1) the virtual tracking element technology proves valid and efficient to simulate the secondary stress state of segmental joint; (2) SSCP reinforcement is not fully utilized when the grade of segmental concrete is C50 and it has abundant safety margin for potential overload; (3) SSCP reinforcement is well-performed regardless of the burial depth and reinforcement in advance is recommended.
Copyright:
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