{"title":"基于粒子群算法的时域稀疏贝叶斯学习平板轨道系统CA砂浆空洞检测","authors":"Qin Hu, Biwei Zhang, Han Chen","doi":"10.1016/j.engstruct.2025.120908","DOIUrl":null,"url":null,"abstract":"<div><div>A newly developed time-domain sparse Bayesian learning methodology with the particle swarm optimization (PSO) algorithm was proposed for the void identification in the cement-emulsified asphalt (CA) mortar of the slab track system for the first time. The CA mortar void identification process involves an iterative expectation maximization technique in the sparse Bayesian learning framework to calculate the damage parameters and hyperparameters for the CA mortar stiffness distributions utilizing measured time-domain vibration data. The PSO algorithm was incorporated to minimize the objective function for obtaining the most probable values of damage parameters. Comprehensive numerical case studies were firstly carried out to validate the feasibility of the proposed methodology, and then the effects of accelerometer placement on the CA void detection results were investigated. In order to further experimentally demonstrate the applicability of the proposed methodology, impact hammer tests were conducted on the scaled slab track models. Encouraging void identification results indicate that the CA mortar void location and severity can be successfully identified with very high accuracy by utilizing the presented methodology, and the associated posterior uncertainties were calculated by utilizing the posterior covariance matrix of the damage parameters, which were kept at an acceptable level.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"342 ","pages":"Article 120908"},"PeriodicalIF":5.6000,"publicationDate":"2025-07-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Time-domain sparse Bayesian learning with PSO algorithm for CA mortar void detection of slab track system\",\"authors\":\"Qin Hu, Biwei Zhang, Han Chen\",\"doi\":\"10.1016/j.engstruct.2025.120908\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>A newly developed time-domain sparse Bayesian learning methodology with the particle swarm optimization (PSO) algorithm was proposed for the void identification in the cement-emulsified asphalt (CA) mortar of the slab track system for the first time. The CA mortar void identification process involves an iterative expectation maximization technique in the sparse Bayesian learning framework to calculate the damage parameters and hyperparameters for the CA mortar stiffness distributions utilizing measured time-domain vibration data. The PSO algorithm was incorporated to minimize the objective function for obtaining the most probable values of damage parameters. Comprehensive numerical case studies were firstly carried out to validate the feasibility of the proposed methodology, and then the effects of accelerometer placement on the CA void detection results were investigated. In order to further experimentally demonstrate the applicability of the proposed methodology, impact hammer tests were conducted on the scaled slab track models. Encouraging void identification results indicate that the CA mortar void location and severity can be successfully identified with very high accuracy by utilizing the presented methodology, and the associated posterior uncertainties were calculated by utilizing the posterior covariance matrix of the damage parameters, which were kept at an acceptable level.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"342 \",\"pages\":\"Article 120908\"},\"PeriodicalIF\":5.6000,\"publicationDate\":\"2025-07-16\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0141029625012994\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0141029625012994","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Time-domain sparse Bayesian learning with PSO algorithm for CA mortar void detection of slab track system
A newly developed time-domain sparse Bayesian learning methodology with the particle swarm optimization (PSO) algorithm was proposed for the void identification in the cement-emulsified asphalt (CA) mortar of the slab track system for the first time. The CA mortar void identification process involves an iterative expectation maximization technique in the sparse Bayesian learning framework to calculate the damage parameters and hyperparameters for the CA mortar stiffness distributions utilizing measured time-domain vibration data. The PSO algorithm was incorporated to minimize the objective function for obtaining the most probable values of damage parameters. Comprehensive numerical case studies were firstly carried out to validate the feasibility of the proposed methodology, and then the effects of accelerometer placement on the CA void detection results were investigated. In order to further experimentally demonstrate the applicability of the proposed methodology, impact hammer tests were conducted on the scaled slab track models. Encouraging void identification results indicate that the CA mortar void location and severity can be successfully identified with very high accuracy by utilizing the presented methodology, and the associated posterior uncertainties were calculated by utilizing the posterior covariance matrix of the damage parameters, which were kept at an acceptable level.
期刊介绍:
Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed.
The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering.
Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels.
Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.