{"title":"Coda wave entropy and implantable sensing technology: A novel approach for early-age crack assessment in concrete structures","authors":"Ziqian Yang , Bin Ma , Qingzhao Kong , Hong Hao","doi":"10.1016/j.engstruct.2025.121401","DOIUrl":null,"url":null,"abstract":"<div><div>Entropy is a fundamental physical concept used to measure the changes in disorder, randomness, or uncertainty within a system. Concrete, transitioning from a healthy state to the formation of massive cracks, can be regarded as a stochastic process that evolves from simplicity to greater complexity. This study introduces the concept of coda wave entropy (CWE) as a qualitative metric to assess early-age crack development in concrete, with the combination of implantable sensing technology (IST). In the IST, a novel implantable sensor that integrates an array of piezoceramic units is designed for generating cylindrical ultrasonic waves within concrete for omni-directional detection. The recorded coda waves, which undergo multiple scattering and reflection within the concrete material, exhibit high complexity and incoherence. The CWE is developed to indicate these characteristics from both the signal time and frequency domains. To validate the feasibility of the CWE to qualitatively characterize random concrete early-age cracks, numerical studies are carried out. The relationship between the CWE index, crack density, and signal frequency is preliminarily investigated. Afterward, the combined CWE and IST are applied in a shear wall reciprocating loading experiment to demonstrate the method’s effectiveness in the assessment of early cracks. Both numerical and experimental results confirm a correlation between the CWE index and the progression of cracking in concrete.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"345 ","pages":"Article 121401"},"PeriodicalIF":6.4000,"publicationDate":"2025-09-29","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/S0141029625017924","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}
引用次数: 0
Abstract
Entropy is a fundamental physical concept used to measure the changes in disorder, randomness, or uncertainty within a system. Concrete, transitioning from a healthy state to the formation of massive cracks, can be regarded as a stochastic process that evolves from simplicity to greater complexity. This study introduces the concept of coda wave entropy (CWE) as a qualitative metric to assess early-age crack development in concrete, with the combination of implantable sensing technology (IST). In the IST, a novel implantable sensor that integrates an array of piezoceramic units is designed for generating cylindrical ultrasonic waves within concrete for omni-directional detection. The recorded coda waves, which undergo multiple scattering and reflection within the concrete material, exhibit high complexity and incoherence. The CWE is developed to indicate these characteristics from both the signal time and frequency domains. To validate the feasibility of the CWE to qualitatively characterize random concrete early-age cracks, numerical studies are carried out. The relationship between the CWE index, crack density, and signal frequency is preliminarily investigated. Afterward, the combined CWE and IST are applied in a shear wall reciprocating loading experiment to demonstrate the method’s effectiveness in the assessment of early cracks. Both numerical and experimental results confirm a correlation between the CWE index and the progression of cracking in concrete.
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.