Combined surrogate-assisted Bayesian optimization and comprehensive learning PSO method for parameter identification of ultra-high strength circular CFST short columns

IF 3 3区 工程技术 Q2 ENGINEERING, MECHANICAL
Cuong Pham Van Le , Sawekchai Tangaramvong , Van Thu Huynh , Bach Do , Quang-Viet Vu , Wei Gao
{"title":"Combined surrogate-assisted Bayesian optimization and comprehensive learning PSO method for parameter identification of ultra-high strength circular CFST short columns","authors":"Cuong Pham Van Le ,&nbsp;Sawekchai Tangaramvong ,&nbsp;Van Thu Huynh ,&nbsp;Bach Do ,&nbsp;Quang-Viet Vu ,&nbsp;Wei Gao","doi":"10.1016/j.probengmech.2025.103737","DOIUrl":null,"url":null,"abstract":"<div><div>The traditional approach to parameter identification of constitutive material models involves an iterative trial-and-error process that requires numerous costly finite element (FE) analyses as solvers for the corresponding discretized forward problems. This computational burden is particularly severe for composite structures like concrete-filled steel tube (CFST) columns with ultra-high-strength concrete. This paper presents an effective machine learning-based method to automate the identification of constitutive parameters for circular CFST (CCFST) short columns. A global sensitivity analysis leveraging a Gaussian process regression (GPR) model investigates the influence of each parameter on the column response, thereby providing the most influential parameters. Then, Bayesian optimization (BO) combined with a comprehensive learning particle swarm optimization (CLPSO) finds an optimal set of these parameters as the solution to a deterministic inverse problem formulated for the columns. Specifically, the CLPSO maximizes a highly non-convex expected improvement acquisition function formulated in each iteration of BO. By calibrating the numerical simulations of 14 CCFST columns against their experimental tests, BO delivers accurate parameters while avoiding the need for extensive FE analyses. The identified parameters reliably predict the responses of CCFST columns, demonstrating the accuracy and efficiency of the proposed identification method.</div></div>","PeriodicalId":54583,"journal":{"name":"Probabilistic Engineering Mechanics","volume":"79 ","pages":"Article 103737"},"PeriodicalIF":3.0000,"publicationDate":"2025-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Probabilistic Engineering Mechanics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266892025000098","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
引用次数: 0

Abstract

The traditional approach to parameter identification of constitutive material models involves an iterative trial-and-error process that requires numerous costly finite element (FE) analyses as solvers for the corresponding discretized forward problems. This computational burden is particularly severe for composite structures like concrete-filled steel tube (CFST) columns with ultra-high-strength concrete. This paper presents an effective machine learning-based method to automate the identification of constitutive parameters for circular CFST (CCFST) short columns. A global sensitivity analysis leveraging a Gaussian process regression (GPR) model investigates the influence of each parameter on the column response, thereby providing the most influential parameters. Then, Bayesian optimization (BO) combined with a comprehensive learning particle swarm optimization (CLPSO) finds an optimal set of these parameters as the solution to a deterministic inverse problem formulated for the columns. Specifically, the CLPSO maximizes a highly non-convex expected improvement acquisition function formulated in each iteration of BO. By calibrating the numerical simulations of 14 CCFST columns against their experimental tests, BO delivers accurate parameters while avoiding the need for extensive FE analyses. The identified parameters reliably predict the responses of CCFST columns, demonstrating the accuracy and efficiency of the proposed identification method.

Abstract Image

求助全文
约1分钟内获得全文 求助全文
来源期刊
Probabilistic Engineering Mechanics
Probabilistic Engineering Mechanics 工程技术-工程:机械
CiteScore
3.80
自引率
15.40%
发文量
98
审稿时长
13.5 months
期刊介绍: This journal provides a forum for scholarly work dealing primarily with probabilistic and statistical approaches to contemporary solid/structural and fluid mechanics problems encountered in diverse technical disciplines such as aerospace, civil, marine, mechanical, and nuclear engineering. The journal aims to maintain a healthy balance between general solution techniques and problem-specific results, encouraging a fruitful exchange of ideas among disparate engineering specialities.
×
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:481959085
Book学术官方微信