{"title":"Cement-based mechanical metamaterials with spiral resonators for vibration control","authors":"Koichi Imagawa , Motohiro Ohno , Yoichiro Koga , Tetsuya Ishida","doi":"10.1016/j.cemconcomp.2025.106191","DOIUrl":null,"url":null,"abstract":"<div><div>This paper presents a single-phase cement-based mechanical metamaterial for vibration control. The unit cell consists of a cement-based matrix with tailored spiral slits, functioning as an embedded spring-mass system. The local resonance of the spiral resonators generates a band gap within a specific frequency range, in which input vibration energy is effectively absorbed. Both experimental and analytical investigations were conducted to demonstrate the feasibility of this cement-based metamaterial. First, the frequency response under sinusoidal excitation was evaluated using finite element analysis. The simulation results indicated that a metamaterial plate consisting of three unit cells exhibits a distinct band gap ranging from 46 Hz to 62 Hz. To validate this unique behavior, specimens were prepared using fiber reinforced cement mortar, and their transmissibility was measured by sine sweep testing. The experimental results confirmed a band gap ranging from 21 Hz to 50 Hz. Furthermore, significant anti-resonant vibration in the spiral resonators was observed during testing. Following this feasibility study, strategies for adjusting the band gap range by tailoring the internal structure were explored. Analytical modeling and numerical simulations suggest that tailoring the unit cell design alone involves a trade-off between achieving a low-frequency band gap and widening the band gap width. However, by employing different unit cell designs and optimizing their arrangement within the structure, it is possible to widen the band gap while maintaining its position. Such non-periodic metamaterial designs offer greater flexibility for tuning band gaps, enabling more versatile applications.</div></div>","PeriodicalId":9865,"journal":{"name":"Cement & concrete composites","volume":"163 ","pages":"Article 106191"},"PeriodicalIF":10.8000,"publicationDate":"2025-06-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Cement & concrete composites","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0958946525002732","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
Abstract
This paper presents a single-phase cement-based mechanical metamaterial for vibration control. The unit cell consists of a cement-based matrix with tailored spiral slits, functioning as an embedded spring-mass system. The local resonance of the spiral resonators generates a band gap within a specific frequency range, in which input vibration energy is effectively absorbed. Both experimental and analytical investigations were conducted to demonstrate the feasibility of this cement-based metamaterial. First, the frequency response under sinusoidal excitation was evaluated using finite element analysis. The simulation results indicated that a metamaterial plate consisting of three unit cells exhibits a distinct band gap ranging from 46 Hz to 62 Hz. To validate this unique behavior, specimens were prepared using fiber reinforced cement mortar, and their transmissibility was measured by sine sweep testing. The experimental results confirmed a band gap ranging from 21 Hz to 50 Hz. Furthermore, significant anti-resonant vibration in the spiral resonators was observed during testing. Following this feasibility study, strategies for adjusting the band gap range by tailoring the internal structure were explored. Analytical modeling and numerical simulations suggest that tailoring the unit cell design alone involves a trade-off between achieving a low-frequency band gap and widening the band gap width. However, by employing different unit cell designs and optimizing their arrangement within the structure, it is possible to widen the band gap while maintaining its position. Such non-periodic metamaterial designs offer greater flexibility for tuning band gaps, enabling more versatile applications.
期刊介绍:
Cement & concrete composites focuses on advancements in cement-concrete composite technology and the production, use, and performance of cement-based construction materials. It covers a wide range of materials, including fiber-reinforced composites, polymer composites, ferrocement, and those incorporating special aggregates or waste materials. Major themes include microstructure, material properties, testing, durability, mechanics, modeling, design, fabrication, and practical applications. The journal welcomes papers on structural behavior, field studies, repair and maintenance, serviceability, and sustainability. It aims to enhance understanding, provide a platform for unconventional materials, promote low-cost energy-saving materials, and bridge the gap between materials science, engineering, and construction. Special issues on emerging topics are also published to encourage collaboration between materials scientists, engineers, designers, and fabricators.