AbstractThe fabricated lining is widely used in the underground rail transit, water conveyance system and river‐crossing tunnel. It is generally composed of the precast concrete segments, joints, bolts and reinforcements. Compression and separation often coexist in a single joint, which brings great challenges to the modeling and calculation of the fabricated lining. In this paper, an independent cover isogeometric Reissner‐Mindlin shell model (denoted as the ICI‐R shell model) is proposed for the simulation of the fabricated lining. In the ICI‐R shell model, each segment is regarded as an independent cover, whose geometry is described with the nonuniform rational B‐splines (NURBS) surface, and an isogeometric displacement function is defined based on the Reissner‐Mindlin shell deformation theory. The adjacent segments are connected with the fictitious thin layers, of which the normal and tangential deformations and stresses can be correctly calculated. Within this framework, the difficulties in the continuity‐discontinuity coupling analysis occurring when using the existing shell models are well solved, and the fabricated lining can be simulated expediently. The ICI‐R shell model has the advantages of clear physical meaning, concise formulas and convenient implementation. Benefiting from the strong capability of representing geometries of NURBS and the simplicity of the formulation of the ICI‐R shell model, the parameterized modeling and automatic calculation of the fabricated lining can be easily achieved for simplifying the analysis process and reducing user cost for geotechnical engineers. The successful application in the benchmark tests and engineering example shows the versatility, efficiency and robustness of the ICI‐R shell model.
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