A coupled MPM and CBFEM framework for large deformation simulation of porous media interacting with pore and free fluid

材料点法 多孔介质 离散化 孔力学 变形(气象学) 阻力 机械 流体力学 有限元法 联轴节(管道) 材料科学 数学 岩土工程 多孔性 物理 地质学 工程类 数学分析 机械工程 结构工程 复合材料
作者
Zhaonan Wang,Gang Wang
出处
期刊:Computers and Geotechnics [Elsevier BV]
卷期号:163: 105746-105746 被引量:1
标识
DOI:10.1016/j.compgeo.2023.105746
摘要

The hydromechanical interaction of porous media with pore and free fluid widely exists in geotechnical engineering. In some situations, the solid phase would exhibit large deformation, and the boundaries between the solid and fluid phases might change substantially, making it challenging for computational simulation. A framework coupling the material point method (MPM) with the characteristic-based finite element method (CBFEM) was proposed for simulating the behavior of porous media and fluid systems with large deformation. It employs the MPM to discretize the solid domain and solve corresponding momentum equations in the Lagrangian framework in favor of its advantage for large deformation simulation, and the CBFEM to discretize the fluid domain and solve the Navier-Stokes and free-surface equations of the fluid phase in the Eulerian framework in favor of its maturity and high efficiency. The fractional-step approach was adopted to solve velocity and pressure separately in a time step to make the MPM-CBFEM coupling more flexible. In addition, an implicit drag-force term was proposed to grow the time step in undrained conditions. A series of quasi-static and transient problems were simulated to show the performance and prospects of the proposed framework for the large deformation of the porous media and fluid systems.

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