XFEM crack-tip enrichment using locally smoothed branch functions within blending elements

IF 5.3 2区 工程技术 Q1 MECHANICS
Tao Zheng, Gui-Yao Wang
{"title":"XFEM crack-tip enrichment using locally smoothed branch functions within blending elements","authors":"Tao Zheng,&nbsp;Gui-Yao Wang","doi":"10.1016/j.engfracmech.2025.111526","DOIUrl":null,"url":null,"abstract":"<div><div>The Extended Finite Element Method (XFEM) is currently the mainstream numerical method for crack simulations in engineering. Its improvement, the Corrected XFEM, significantly enhances computational accuracy while introducing relatively severe ill-conditioned stiffness matrix issues. To address this, we investigate the spatial distribution of branch function-enriched terms describing the crack-tip singular displacement field in the XFEM displacement approximation. We note that the improvement of the Corrected XFEM essentially lies in adjusting the branch function-enriched displacement fields in the blending-element zone toward a specific smooth decay pattern. Based on this, we propose a simplified improvement method (the local smoothing method): within the standard XFEM framework, targeted scaling based on the enrichment status of nodes in the blending-element zone is applied exclusively to the branch functions in the same region. This scaling renders the function graph approximate a horizontal plane. Since the smoothing process solely employs scaling functions built upon element shape functions, its implementation into existing programs is straightforward. Numerical examples containing both crack-tip singular and non-singular fields demonstrate that compared to the Corrected XFEM, the proposed method exhibits comparable computational accuracy and a slightly higher convergence rate, along with significantly better numerical stability comparable to that of the standard XFEM.</div></div>","PeriodicalId":11576,"journal":{"name":"Engineering Fracture Mechanics","volume":"328 ","pages":"Article 111526"},"PeriodicalIF":5.3000,"publicationDate":"2025-09-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Fracture Mechanics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0013794425007271","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"MECHANICS","Score":null,"Total":0}
引用次数: 0

Abstract

The Extended Finite Element Method (XFEM) is currently the mainstream numerical method for crack simulations in engineering. Its improvement, the Corrected XFEM, significantly enhances computational accuracy while introducing relatively severe ill-conditioned stiffness matrix issues. To address this, we investigate the spatial distribution of branch function-enriched terms describing the crack-tip singular displacement field in the XFEM displacement approximation. We note that the improvement of the Corrected XFEM essentially lies in adjusting the branch function-enriched displacement fields in the blending-element zone toward a specific smooth decay pattern. Based on this, we propose a simplified improvement method (the local smoothing method): within the standard XFEM framework, targeted scaling based on the enrichment status of nodes in the blending-element zone is applied exclusively to the branch functions in the same region. This scaling renders the function graph approximate a horizontal plane. Since the smoothing process solely employs scaling functions built upon element shape functions, its implementation into existing programs is straightforward. Numerical examples containing both crack-tip singular and non-singular fields demonstrate that compared to the Corrected XFEM, the proposed method exhibits comparable computational accuracy and a slightly higher convergence rate, along with significantly better numerical stability comparable to that of the standard XFEM.
混合单元内局部光滑分支函数的XFEM裂纹尖端富集
扩展有限元法(XFEM)是目前工程裂纹模拟的主流数值方法。它的改进,修正的XFEM,大大提高了计算精度,同时引入了相对严重的病态刚度矩阵问题。为了解决这个问题,我们研究了在XFEM位移近似中描述裂纹尖端奇异位移场的分支函数丰富项的空间分布。我们注意到,修正XFEM的改进本质上在于将混合单元区分支函数富集的位移场调整到特定的光滑衰减模式。在此基础上,我们提出了一种简化的改进方法(局部平滑法):在标准的XFEM框架内,根据混合单元区域节点的富集状态,对同一区域的分支函数进行定向标度。这种缩放使函数图近似于水平面。由于平滑过程仅使用基于元素形状函数的缩放函数,因此将其实现到现有程序中非常简单。包含裂纹尖端奇异场和非奇异场的数值算例表明,与修正后的XFEM相比,该方法具有相当的计算精度和略高的收敛速度,并且与标准XFEM相比具有明显更好的数值稳定性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
CiteScore
8.70
自引率
13.00%
发文量
606
审稿时长
74 days
期刊介绍: EFM covers a broad range of topics in fracture mechanics to be of interest and use to both researchers and practitioners. Contributions are welcome which address the fracture behavior of conventional engineering material systems as well as newly emerging material systems. Contributions on developments in the areas of mechanics and materials science strongly related to fracture mechanics are also welcome. Papers on fatigue are welcome if they treat the fatigue process using the methods of fracture mechanics.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信