岩土力学2024,Vol.45Issue(4) :1256-1264.DOI:10.16285/j.rsm.2023.0548

基于网格自适应加密策略的隧道稳定性三维极限分析下限有限元法研究

Three-dimensional lower bound finite element limit analysis method for tunnel stability based on adaptive mesh refinement strategy

孙锐 阳军生 张庆贺 杨峰
岩土力学2024,Vol.45Issue(4) :1256-1264.DOI:10.16285/j.rsm.2023.0548

基于网格自适应加密策略的隧道稳定性三维极限分析下限有限元法研究

Three-dimensional lower bound finite element limit analysis method for tunnel stability based on adaptive mesh refinement strategy

孙锐 1阳军生 2张庆贺 1杨峰2
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作者信息

  • 1. 安徽理工大学土木建筑学院,安徽淮南 232001
  • 2. 中南大学土木工程学院,湖南长沙 410075
  • 折叠

摘要

网格分布形式对三维极限分析下限有限元法的计算精度影响较大,为获取精确下限解,通常需对破坏区域进行密集网格划分,从而极易导致计算规模过大,求解效率低下.针对上述问题,提出一种基于单元应力的三维极限分析下限有限元"后验"网格自适应加密策略.首先,构建基于Mohr-Coulomb(M-C)准则和半定规划技术的三维极限分析下限有限元模型,避免了屈服准则的近似处理.其次,引入基于M-C准则的网格自适应加密策略,通过判断各个单元应力接近屈服的程度,确定加密点的坐标.然后,将加密点与原先节点组合构成新的点集,并重新划分网格,建立新的下限有限元计算模型.最后,利用所提方法研究隧道稳定性问题,表明利用所提网格自适应加密策略能够以较少单元精确模拟破坏区域应力分布,从而获取高精度下限解.

Abstract

The distribution of the mesh significantly impacts the accuracy of calculation in the three-dimensional lower bound finite element limit analysis method(3D LB-FELA).Achieving precise lower bound solutions requires a dense mesh to be pre-divided in the failure area,which can easily lead to excessive calculation scale and reduce solving efficiency.To address these challenges,this paper proposes a"posterior"adaptive mesh refinement strategy.Firstly,the paper proposes a 3D LB-FELA based on M-C criterion and semi-definite programming technique,which eliminates the need for approximating the yield criterion.Subsequently,it introduces an adaptive mesh refinement strategy based on the M-C criterion,determining the coordinates of the refinement points by evaluating the degree to which each element's stress approaches yield.This approach involves combining the refinement points with the original nodes to form a new point set,followed by re-meshing the mesh.Finally,the proposed method is used to study the tunnel stability,and the research results demonstrate that the proposed mesh adaptive refinement strategy can accurately simulate the stress distribution in the failure area with smaller scale elements,thereby obtaining high-precision lower bound solutions.

关键词

隧道稳定性/三维极限分析/下限有限元法/Mohr-Coulomb准则/网格自适应加密

Key words

tunnel stability/three-dimensional limit analysis/lower bound finite element/Mohr-Coulomb criterion/adaptive mesh refinement

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基金项目

安徽省高等学校自然科学研究重点项目(2022AH050840)

安徽理工大学高层次引进人才科研启动基金(2022yjrc31)

出版年

2024
岩土力学
中国科学院武汉岩土力学研究所

岩土力学

CSTPCD北大核心
影响因子:1.614
ISSN:1000-7598
参考文献量23
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