{"title":"Multiphysical simulation of iron-based shape memory alloy (Fe-SMA) activation embedded in concrete structures","authors":"Ali Saeedi , Alireza Tabrizikahou , Paul-Remo Wagner , Moslem Shahverdi","doi":"10.1016/j.engstruct.2025.119623","DOIUrl":null,"url":null,"abstract":"<div><div>Shape memory alloys (SMAs) are a well-known type of smart material that recovers its original shapes upon activation. This unique property makes SMAs attractive for pre-stressing applications in civil engineering. Iron-based SMAs (Fe-SMAs) are particularly promising for civil engineering applications because of their low cost, high stiffness, and large recovery force generation. The activation of Fe-SMAs embedded in concrete involves four main physical processes: electrical current flow, heat generation and transfer, stress generation, and phase transformation. A multiphysical simulation of the Fe-SMA activation is performed in the present study, considering the interaction of the involved physical models. The verification of the model is done in multiple steps, by comparing the simulation results with the available experimental results on Fe-SMA activation. Following the model verification, a parametric study is done to investigate the effective activation, and geometrical parameters on the heat, and stress distributions. The model provides a reliable tool for understanding the behavior of the embedded Fe-SMA reinforcement and surrounding concrete during activation. It also aids in designing the appropriate activation and geometrical parameters for SMA-reinforced concrete structures, based on the required mechanical properties of the structure.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"327 ","pages":"Article 119623"},"PeriodicalIF":5.6000,"publicationDate":"2025-01-11","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/S0141029625000136","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
Shape memory alloys (SMAs) are a well-known type of smart material that recovers its original shapes upon activation. This unique property makes SMAs attractive for pre-stressing applications in civil engineering. Iron-based SMAs (Fe-SMAs) are particularly promising for civil engineering applications because of their low cost, high stiffness, and large recovery force generation. The activation of Fe-SMAs embedded in concrete involves four main physical processes: electrical current flow, heat generation and transfer, stress generation, and phase transformation. A multiphysical simulation of the Fe-SMA activation is performed in the present study, considering the interaction of the involved physical models. The verification of the model is done in multiple steps, by comparing the simulation results with the available experimental results on Fe-SMA activation. Following the model verification, a parametric study is done to investigate the effective activation, and geometrical parameters on the heat, and stress distributions. The model provides a reliable tool for understanding the behavior of the embedded Fe-SMA reinforcement and surrounding concrete during activation. It also aids in designing the appropriate activation and geometrical parameters for SMA-reinforced concrete structures, based on the required mechanical properties of the structure.
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.