{"title":"On the mesh insensitivity of the edge-based smoothed finite element method for moving-domain problems","authors":"Tao He","doi":"10.1016/j.cma.2025.117917","DOIUrl":null,"url":null,"abstract":"<div><div>Although much less sensitive to mesh distortion, the edge-based smoothed finite element method (ESFEM) can become ineffective on severely distorted elements whose Jacobians are less than or equal to zero, especially in transient cases. In this work, we first prove that the ESFEM may be unable to get over severe mesh distortion occurring even in a very simple mesh of four four-node quadrilateral (Q4) elements. We then propose a slight modification that makes the ESFEM inherently applicable to negative-Jacobian Q4 elements without requiring any <em>ad hoc</em> stabilization. For the ESFEM, a smoothing cell (SC) attached to negative-Jacobian Q4 element is rebuilt on the midpoint of the shorter diagonal of the damaged element. Thus, the SC has a positive area that accounts correctly for inertial effects of transient problems. Such a treatment is compatible with the regular procedure for constructing an edge-based SC in normal Q4 elements. The mesh insensitivity of the ESFEM is highlighted by solving fluid–structure interaction on negative-Jacobian Q4 elements. Importantly, the present scheme can be generalized to other linear <span><math><mi>n</mi></math></span>-sided elements which are more likely to be badly distorted in complex moving-domain problems.</div></div>","PeriodicalId":55222,"journal":{"name":"Computer Methods in Applied Mechanics and Engineering","volume":"440 ","pages":"Article 117917"},"PeriodicalIF":6.9000,"publicationDate":"2025-03-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computer Methods in Applied Mechanics and Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0045782525001896","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0
Abstract
Although much less sensitive to mesh distortion, the edge-based smoothed finite element method (ESFEM) can become ineffective on severely distorted elements whose Jacobians are less than or equal to zero, especially in transient cases. In this work, we first prove that the ESFEM may be unable to get over severe mesh distortion occurring even in a very simple mesh of four four-node quadrilateral (Q4) elements. We then propose a slight modification that makes the ESFEM inherently applicable to negative-Jacobian Q4 elements without requiring any ad hoc stabilization. For the ESFEM, a smoothing cell (SC) attached to negative-Jacobian Q4 element is rebuilt on the midpoint of the shorter diagonal of the damaged element. Thus, the SC has a positive area that accounts correctly for inertial effects of transient problems. Such a treatment is compatible with the regular procedure for constructing an edge-based SC in normal Q4 elements. The mesh insensitivity of the ESFEM is highlighted by solving fluid–structure interaction on negative-Jacobian Q4 elements. Importantly, the present scheme can be generalized to other linear -sided elements which are more likely to be badly distorted in complex moving-domain problems.
期刊介绍:
Computer Methods in Applied Mechanics and Engineering stands as a cornerstone in the realm of computational science and engineering. With a history spanning over five decades, the journal has been a key platform for disseminating papers on advanced mathematical modeling and numerical solutions. Interdisciplinary in nature, these contributions encompass mechanics, mathematics, computer science, and various scientific disciplines. The journal welcomes a broad range of computational methods addressing the simulation, analysis, and design of complex physical problems, making it a vital resource for researchers in the field.