隧道结构体与地质体融合的自适应网格模型构建方法

Adaptive Mesh Construction Method for Tunnel Geological Bodies in High-Performance Simulation Analysis

  • 摘要: 基于有限元的隧道围岩-支护耦合分析在隧道设计建筑与运维全生命周期智能化应用中具有重要的基础性支撑作用。地质体结构复杂、且与隧道的粒度差异过大导致有限元网格划分困难。因此,本文提出了一种分级区域约束的隧道地质体融合模型自适应网格构建方法。首先,构建了隧道本体和周围地质体的融合细化模型;然后,综合语义和空间信息对模型进行等级区域划分,以此构建网格尺寸场指导网格剖分,形成自适应网格。选择典型隧道工程进行实验分析,结果表明,构建的网格密度分布合理,能够保证各区域边界的网格一致性,网格平均纵横比为1.7,形状系数为0.6,模拟分析误差低于2%。

     

    Abstract: Finite element-based coupled analysis of tunnel surrounding rock and support serves as a fundamental underpinning for intelligent applications throughout the entire lifecycle of tunnel design, construction, and operation.. However, complex geological structures and substantial scale discrepancies between geological bodies and tunnel components pose challenges in mesh generation. Therefore, this paper proposes an adaptive mesh generation method for tunnel geological body fusion modeling based on hierarchical regional constraints. Initially, a refined integrated model of tunnel structures and the surrounding geological bodies is constructed. Subsequently, hierarchical regional partitioning is implemented based on semantic and spatial information, establishing a mesh size field to guide adaptive meshing while ensuring boundary conformity. A typical tunnel project was selected for experimental analysis, and the results indicate that the generated mesh exhibits rational density distribution, maintains consistent mesh alignment across regional boundaries, achieves an average aspect ratio of 1.7, and attains a shape factor of 0.6. The simulation analysis error is controlled below 2%.

     

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