A novel longitudinal bending model of shield tunnel based on discretization of fiber section under the coupling of multiple factors
• A novel longitudinal bending model called the Circumferential Joint Fiber Section Model (CJFM) is proposed considering the coupling of multiple factors, including contact nonlinearity, geometric nonlinearity, material nonlinearity and the influence range of the circumferential joint. • The CJFM facilitates the rapid analysis for the identification and evolution of diverse bending modes of segments’ joint. • The applicability of CJFM is explored in a practical engineering- Zhanjiang Bay undersea tunnel. • A longitudinal bending mode partition for the evaluation and prediction of safety state is developed based on axial force and bending moment. The longitudinal equivalent bending stiffness (LEBS) typically exhibits nonlinearity under the coupling of multiple environmental and construction loads. In this research, we propose the Circumferential Joint Fiber Section Model (CJFM) to analyze the longitudinal bending behavior affected by critical factors such as geometric, material, and contact nonlinearities, and the influence range of the circumferential joint. The performance of CJFM is then verified via classical analytical solutions and laboratory model experiments. Furthermore, the applicability of the proposed model is further confirmed based on the Zhanjiang Bay undersea tunnel in China. The results show that the CJFM accurately simulates the full evolution process of seven modes and employs different constitutive models. The longitudinal stress of typical section in Zhanjiang Bay undersea tunnel reveals a distinct pattern of alternating tension and compression from top to bottom, with a noticeable temporal variation of five stages. Utilizing the CJFM, a safety partition of bending mode is constructed, ranging from healthy to unsafe. Upon the estimated bending moment and axial force, the safety status of the test ring is consistently evaluated to be in normal service, and it is inferred that the subsequent state in future will maintained in normal service under similar circumstances.
Authors
- Xumin Huang (ORCID: https://orcid.org/0000-0003-1819-5398)
- Yu Liang (ORCID: https://orcid.org/0000-0002-6237-3748)
- Yong Chang (ORCID: https://orcid.org/0000-0002-6534-6147)
- Linchong Huang (ORCID: https://orcid.org/0000-0002-0122-6226)
Publication Details
- Journal
- Tunnelling and Underground Space Technology
- Published
- 2024-09-10
- DOI
- https://doi.org/10.1016/j.tust.2024.106063
- Citations
- 10
- Primary Topic
- Geotechnical Engineering and Underground Structures
- Type
- article
- Field-Weighted Citation Impact
- 2.61
Funders
- National Natural Science Foundation of China
- Basic and Applied Basic Research Foundation of Guangdong Province