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A mixed three-node triangular element with continuous nodal stress for fully dynamic consolidation of porous media

机译:具有连续节点应力的混合三节点三角单元,用于多孔介质的完全动态固结

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摘要

A mixed three-node triangular element with continuous nodal stresses (mixed T3-MINI-CNS) is presented for dynamics of porous media based on the three-variable u-w-p Biot model and the numerical manifold method (NMM). The displacement and velocity approximations are derived using the constrained and orthonormalized least-square (CO-LS) scheme, which possess continuous derivatives and Delta property at nodes. The pressure approximation takes linear piecewise interpolation. Relative to higher-order element, the mixed quadratic six-node triangle, mixed T3-MINI-CNS can model dynamic response of porous media more precisely with fewer unknowns, especially the short-term transient response. Moreover, mixed T3-MINI-CNS is immune from locking in both undrained and rigid skeleton limits and achieves more accurate pressure results than other characteristic locking-free elements. Based on NMM and u-w-p formulation, the most versatile three-node triangular mesh can always be used, avoiding difficulties in mesh generation. As fluid acceleration is involved, mixed T3-MINI-CNS is capable of totally predicting dynamic response of porous mixture, especially under rapid loading condition. In addition, reliability and precision of the time integration are assessed in terms of the energy balance condition. Through calculating benchmark problems, convergence, accuracy, and reliability of the mixed T3-MINI-CNS are thoroughly investigated and validated.
机译:基于三变量u-w-p Biot模型和数值流形方法(NMM),提出了具有连续节点应力的混合三节点三角单元(混合的T3-MINI-CNS)用于多孔介质的动力学。位移和速度近似值是使用约束和正交最小二乘(CO-LS)方案导出的,该方案在节点处具有连续导数和Delta属性。压力近似值采用线性分段插值法。相对于高阶元素,混合的二次六节点三角形,混合的T3-MINI-CNS可以更精确地建模多孔介质的动态响应,而未知数更少,尤其是短期瞬态响应。此外,混合的T3-MINI-CNS不受锁定在不排水和刚性的骨架限制之内,并且比其他无锁定特征元件获得更精确的压力结果。基于NMM和u-w-p公式,可以始终使用功能最广泛的三节点三角网格,从而避免了网格生成的困难。由于涉及流体加速,混合的T3-MINI-CNS能够完全预测多孔混合物的动力响应,尤其是在快速加载条件下。另外,根据能量平衡条件评估时间积分的可靠性和精度。通过计算基准问题,对混合T3-MINI-CNS的收敛性,准确性和可靠性进行了深入研究和验证。

著录项

  • 来源
    《Engineering analysis with boundary elements》 |2020年第4期|232-258|共27页
  • 作者单位

    State Key Laboratory of Geomechanics and Geotechnical Engineering Institute of Rock and Soil Mechanics Chinese Academy of Sciences Wuhan 430071 China University of Chinese Academy of Sciences Beijing 100049 China;

    State Key Laboratory of Geomechanics and Geotechnical Engineering Institute of Rock and Soil Mechanics Chinese Academy of Sciences Wuhan 430071 China;

    Key Laboratory of Urban Security and Disaster Engineering Ministry of Education Beijing University of Technology Beijing 100124 China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Continuous nodal stresses; Dynamic consolidation; Numerical manifold method; Three-variable Biot model; Wave propagation;

    机译:连续的节点应力;动态合并;数值流形方法;三变量比奥模型;波传播;

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