有限元法
非线性系统
可靠性(半导体)
过程(计算)
航程(航空)
选择(遗传算法)
应用数学
计算机科学
数学
数学优化
算法
工程类
结构工程
物理
热力学
功率(物理)
量子力学
人工智能
航空航天工程
操作系统
作者
Xu Li,Xiaokang Li,Yongkang Wu,Lizhou Wu,Zurun Yue
标识
DOI:10.1016/j.compgeo.2022.104712
摘要
The selection criteria of the mesh size and time step that ensures a convergent result in FEM analysis of highly nonlinear unsaturated seepage process is established. First, the concept of critical mesh size (Lc) and critical time step (Δtc) are theoretically deduced, and their framework is set up. Subsequently, formulas for the prediction of Lc and Δtc are proposed through a series of numerical experiments. Additionally, the reliability of the proposed criteria is verified by analytical solutions, model test results, and quasi-engineering problems, respectively. Finally, the ranges of Lc and Δtc under various conditions in engineering applications are recommended. The results show that the proposed criteria can predict the approximate range of Lc and Δtc, so as to obtain the convergent wetting front position and water content distribution. In addition, the criteria can be applied to the scale and dimensions of laboratory experiments and engineering cases. Moreover, the mesh size and time step were interdependent. Under limiting conditions, the appropriate mesh size should be selected prior to the time step. The research results can provide a reference for improving the accuracy of the FEM analysis of unsaturated seepage.
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