A Data Fusion Method for Small Sample Model Testing and Finite Element Simulation: Taking π-Shaped Beam Column Nodes as an Example

IF 1.1 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY International Journal of Steel Structures Pub Date : 2024-06-11 DOI:10.1007/s13296-024-00856-1
Wei Ding, Suizi Jia
{"title":"A Data Fusion Method for Small Sample Model Testing and Finite Element Simulation: Taking π-Shaped Beam Column Nodes as an Example","authors":"Wei Ding,&nbsp;Suizi Jia","doi":"10.1007/s13296-024-00856-1","DOIUrl":null,"url":null,"abstract":"<div><p>The analysis and research of composite structure specimens depend on test methods. However, due to the high cost, complex test conditions, time-consuming, and other problems, it is difficult to carry out a large number of tests. A large amount of data is often required for parametric analysis and structural optimization of composite structure specimens. Therefore, to solve the problem of insufficient data samples in the analysis and research of specimens. In this paper, a finite element model updating method based on Bayesian theory and a Gaussian process data fusion method is proposed, that is, the amount of data is expanded by the proposed model updating method, and then the experimental and numerical simulation data are fused based on the Gaussian process data fusion method. Finally, the effectiveness of the proposed model updating method and data fusion method is verified by a numerical example of π type beam-column joints. The results show that the method has high generalization ability and prediction accuracy in the case of small samples through the fusion of numerical simulation and experimental data.</p></div>","PeriodicalId":596,"journal":{"name":"International Journal of Steel Structures","volume":"24 4","pages":"719 - 733"},"PeriodicalIF":1.1000,"publicationDate":"2024-06-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Steel Structures","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s13296-024-00856-1","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

Abstract

The analysis and research of composite structure specimens depend on test methods. However, due to the high cost, complex test conditions, time-consuming, and other problems, it is difficult to carry out a large number of tests. A large amount of data is often required for parametric analysis and structural optimization of composite structure specimens. Therefore, to solve the problem of insufficient data samples in the analysis and research of specimens. In this paper, a finite element model updating method based on Bayesian theory and a Gaussian process data fusion method is proposed, that is, the amount of data is expanded by the proposed model updating method, and then the experimental and numerical simulation data are fused based on the Gaussian process data fusion method. Finally, the effectiveness of the proposed model updating method and data fusion method is verified by a numerical example of π type beam-column joints. The results show that the method has high generalization ability and prediction accuracy in the case of small samples through the fusion of numerical simulation and experimental data.

Abstract Image

Abstract Image

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
用于小样本模型测试和有限元模拟的数据融合方法:以π形梁柱节点为例
复合材料结构试件的分析和研究依赖于试验方法。然而,由于成本高、试验条件复杂、耗时长等问题,很难进行大量试验。复合材料结构试件的参数分析和结构优化往往需要大量的数据。因此,为了解决试件分析研究中数据样本不足的问题。本文提出了一种基于贝叶斯理论和高斯过程数据融合方法的有限元模型更新方法,即通过提出的模型更新方法扩大数据量,然后基于高斯过程数据融合方法将实验数据和数值模拟数据进行融合。最后,通过一个 π 型梁柱连接的数值实例验证了所提出的模型更新方法和数据融合方法的有效性。结果表明,通过数值模拟和实验数据的融合,该方法在小样本情况下具有较高的泛化能力和预测精度。
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
International Journal of Steel Structures
International Journal of Steel Structures 工程技术-工程:土木
CiteScore
2.70
自引率
13.30%
发文量
122
审稿时长
12 months
期刊介绍: The International Journal of Steel Structures provides an international forum for a broad classification of technical papers in steel structural research and its applications. The journal aims to reach not only researchers, but also practicing engineers. Coverage encompasses such topics as stability, fatigue, non-linear behavior, dynamics, reliability, fire, design codes, computer-aided analysis and design, optimization, expert systems, connections, fabrications, maintenance, bridges, off-shore structures, jetties, stadiums, transmission towers, marine vessels, storage tanks, pressure vessels, aerospace, and pipelines and more.
期刊最新文献
Numerical Investigation and Design of Cold-Formed Steel Channel and Z-Sections Undergoing Local and Global Interactive Buckling Stochastic Robustness of Cable Dome Structures Under Impact Loads Fire Behaviour of Rectangular Steel Tubed-Reinforced-Concrete Columns with End Restraints Finite Element Modeling for Concrete-Filled Steel Tube Stub Columns Under Axial Compression Experimental and Analytical Study on Fire Resistance Performance of Mid-High Rise Modular Rectangular Steel Tube Columns Using a 3 h Fireproof Cladding Method
×
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