求解线弹性双孔问题的虚拟元方法
Solving the Linear Elastic Porous Problem on Virtual Element Method
摘要: 本文研究虚拟元方法求解线弹性双孔板问题,该方法可以有效解决孔边缘出现的应力集中现象,能够克服线弹性问题的非物理上的压力震荡现象,而且具有剖分过程简单、网格适应性强、可以借助悬点优化边界问题、基函数不需要显式表达、借助特殊的投影算子及自由度求出刚度矩阵的优势,进而奠定了虚拟元方法在处理同类问题的地位。最后通过误差分析和数值实验,证明了虚拟元方法求解线弹性双孔板问题的有效性与可行性,因此,该方法可以为检验耦合杂交混合元、Galerkin法和有限元方法等其它近似方法提供参考。
Abstract: In this paper, the virtual element method is used to study the linear elastic porous plate problem, it can effectively solve the phenomenon of stress concentration at the edge of the hole and overcome the non-physical pressure shock phenomenon of linear elastic problem. Moreover, this method has the advantages of simple subdivision process, strong grid adaptability, optimized boundary problem with suspension points, no explicit expression of basis function, and stiffness matrix obtained with special projection operators and degrees of freedom, thus establishing the position of virtual element method in dealing with similar problems. Finally, through error analysis and numerical experiments, the validity and feasibility of the virtual element method for the problem of linear elastic porous plate are proved. Therefore, the method can provide a reference for testing other approximate methods such as a coupled of hybrid element, Galerkin method and finite element method.
文章引用:甄众望, 索宇洋, 马俊驰. 求解线弹性双孔问题的虚拟元方法[J]. 理论数学, 2023, 13(4): 751-758. https://doi.org/10.12677/PM.2023.134078

参考文献

[1] 杨桂通. 弹性力学简明教程[M]. 北京: 清华大学出版社, 2006.
[2] Yuan, W.H., Zhu, J.X., Liu, K., et al. (2022) Dynamic Analysis of Large Deformation Problems in Saturated Porous Media by Smoothed Particle Finite Elemesssnt Method. Computer Methods in Applied Mechanics and Engineering, 392, 114724. [Google Scholar] [CrossRef
[3] Kou, J. and Sun, S. (2014) Analysis of a Combined Mixed Finite Element and Discontinuous Galerkin Method for Incompressible Two-Phase Flow in Porous media. Mathematical Methods in the Applied Sciences, 37, 962-982. [Google Scholar] [CrossRef
[4] Hu, X., Rodrigo, C., Gaspar, F.J., et al. (2017) A Nonconforming Finite Element Method for the Biot’s Consolidation Model in Poroelasticity. Journal of Computational and Applied Mathe-matics, 310, 143-154. [Google Scholar] [CrossRef
[5] Yi, S.Y. (2013) A Coupling of Nonconforming and Mixed Finite Element Methods for Biot’s Consolidation Model. Numerical Methods for Partial Differential Equations, 29, 1749-1777. [Google Scholar] [CrossRef
[6] Niu, C., Rui, H. and Sun, M. (2019) A Coupling of Hybrid Mixed and Continuous Galerkin Finite Element Methods for Poroelasticity. Applied Mathematics and Computation, 347, 767-784. [Google Scholar] [CrossRef
[7] Gaspar, F.J., Lisbona, F.J. and Vabishchevich, P.N. (2006) Staggered Grid Discretizations for the Quasi-Static Biot’s Consolidation Problem. Applied Numerical Mathematics, 56, 888-898. [Google Scholar] [CrossRef
[8] Da Veiga, L.B., Brezzi, F., Marini, L.D., et al. (2014) The Hitchhiker’s Guide to the Virtual Element Method. Mathematical Models and Methods in Applied Sciences, 24, 1541-1573. [Google Scholar] [CrossRef
[9] Da Veiga, L.B., Brezzi, F., Cangiani, A., et al. (2013) Basic Principles of Virtual Element Methods. Mathematical Models and Methods in Applied Sciences, 23, 199-214. [Google Scholar] [CrossRef
[10] Da Veiga, L.B., Brezzi, F. and Marini, L.D. (2013) Virtual Elements for Linear Elasticity Problems. SIAM Journal on Numerical Analysis, 51, 794-812. [Google Scholar] [CrossRef