A framework for developing a machine learning-based finite element model for structural analysis

IF 4.4 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Computers & Structures Pub Date : 2025-01-15 DOI:10.1016/j.compstruc.2024.107617
Gang Li, Rui Luo, Ding-Hao Yu
{"title":"A framework for developing a machine learning-based finite element model for structural analysis","authors":"Gang Li,&nbsp;Rui Luo,&nbsp;Ding-Hao Yu","doi":"10.1016/j.compstruc.2024.107617","DOIUrl":null,"url":null,"abstract":"<div><div>This paper presents a machine learning-based finite element construction method (MLBFE) to predict a precise strain field with minimal nodes. The method first establishes a standardized MLBFE model via the substructure concept and the static condensation method. Then, a training data collection method involving nodal displacements and strain fields, and considering (1) boundary continuity, (2) strain field continuity, and (3) the effect of rigid body motion, is developed. Furthermore, multivariate linear regression is adopted as the strain field prediction model for the MLBFE. The stiffness matrix and restoring forces of the MLBFE are calculated by employing the principle of virtual work and considering rigid body motion. Compared with common finite element models, the MLBFE enables refined structural simulation with fewer elements and nodes, reducing the number of degrees of freedom and computational costs. Moreover, the MLBFE exhibits high generalizability because it does not rely on specific structures or materials. This paper provides a detailed establishment of MLBFE-based planar elements and investigates the impact of the elemental settings on the computational accuracy of the elastic structural response. The ability of the MLBFE for nonlinear structural analysis is also verified.</div></div>","PeriodicalId":50626,"journal":{"name":"Computers & Structures","volume":"307 ","pages":"Article 107617"},"PeriodicalIF":4.4000,"publicationDate":"2025-01-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers & Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0045794924003468","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
引用次数: 0

Abstract

This paper presents a machine learning-based finite element construction method (MLBFE) to predict a precise strain field with minimal nodes. The method first establishes a standardized MLBFE model via the substructure concept and the static condensation method. Then, a training data collection method involving nodal displacements and strain fields, and considering (1) boundary continuity, (2) strain field continuity, and (3) the effect of rigid body motion, is developed. Furthermore, multivariate linear regression is adopted as the strain field prediction model for the MLBFE. The stiffness matrix and restoring forces of the MLBFE are calculated by employing the principle of virtual work and considering rigid body motion. Compared with common finite element models, the MLBFE enables refined structural simulation with fewer elements and nodes, reducing the number of degrees of freedom and computational costs. Moreover, the MLBFE exhibits high generalizability because it does not rely on specific structures or materials. This paper provides a detailed establishment of MLBFE-based planar elements and investigates the impact of the elemental settings on the computational accuracy of the elastic structural response. The ability of the MLBFE for nonlinear structural analysis is also verified.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
用于开发用于结构分析的基于机器学习的有限元模型的框架
本文提出了一种基于机器学习的有限元构建方法(MLBFE)来精确预测最小节点应变场。该方法首先通过子结构概念和静态凝结法建立了标准化的MLBFE模型。然后,提出了考虑(1)边界连续性、(2)应变场连续性、(3)刚体运动影响的节点位移和应变场训练数据采集方法。在此基础上,采用多元线性回归模型作为MLBFE的应变场预测模型。采用虚功原理,考虑刚体运动,计算了MLBFE的刚度矩阵和恢复力。与普通有限元模型相比,MLBFE可以用更少的元素和节点进行精细的结构模拟,从而减少了自由度和计算成本。此外,由于它不依赖于特定的结构或材料,MLBFE具有很高的通用性。本文详细建立了基于mlbfe的平面单元,并研究了单元设置对弹性结构响应计算精度的影响。验证了MLBFE对非线性结构分析的能力。
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 去求助
来源期刊
Computers & Structures
Computers & Structures 工程技术-工程:土木
CiteScore
8.80
自引率
6.40%
发文量
122
审稿时长
33 days
期刊介绍: Computers & Structures publishes advances in the development and use of computational methods for the solution of problems in engineering and the sciences. The range of appropriate contributions is wide, and includes papers on establishing appropriate mathematical models and their numerical solution in all areas of mechanics. The journal also includes articles that present a substantial review of a field in the topics of the journal.
期刊最新文献
An adaptive port technique for synthesising rotational components in component modal synthesis approaches RAGN-R: A multi-subject ensemble machine-learning method for estimating mechanical properties of advanced structural materials Phase-field modeling of brittle anisotropic fracture in polycrystalline materials under combined thermo-mechanical loadings A conformal optimization framework for lightweight design of complex components using stochastic lattice structures Time integration scheme for nonlinear structural dynamics, FAM, including structural vibration control
×
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
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 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 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1