Amir Araghi, José Granja, Renan Rocha Ribeiro, Miguel Azenha, Rodrigo Lameiras
{"title":"研究水泥基材料早期弹性模量发展与凝结时间的关系","authors":"Amir Araghi, José Granja, Renan Rocha Ribeiro, Miguel Azenha, Rodrigo Lameiras","doi":"10.1617/s11527-025-02800-z","DOIUrl":null,"url":null,"abstract":"<div><p>This study examines the applicability of early-age static elastic modulus measurements for estimating the setting time of cement-based materials. A range of cement paste compositions was prepared to encompass a broad spectrum of setting behaviors. Static elastic modulus was continuously and automatically monitored using a recently developed technique, Elasticity Modulus Measurement through Impulse Response Method (EMM-IRM), a variant of resonant frequency methods. For comparison, the Vicat Needle test was employed to determine setting times. The results indicate that the evolution of the elastic modulus over time is highly sensitive to variations in setting behavior. Notably, initial setting tends to correspond to the first inflection point of the time derivative of the static elastic modulus, while final setting aligns with the point where its rate of evolution levels off. Based on these observations, a new methodology is proposed for estimating setting times. In this approach, the initial setting corresponds to the first peak in the second derivative of the static elastic modulus curve, while the final setting is defined as the point at which this curve decreases to 80% of its maximum value.</p><h3>Graphical abstract</h3><div><figure><div><div><picture><source><img></source></picture></div></div></figure></div></div>","PeriodicalId":691,"journal":{"name":"Materials and Structures","volume":"58 9","pages":""},"PeriodicalIF":3.9000,"publicationDate":"2025-10-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Investigating the relationship between early-age elastic modulus development and setting time in cement-based materials\",\"authors\":\"Amir Araghi, José Granja, Renan Rocha Ribeiro, Miguel Azenha, Rodrigo Lameiras\",\"doi\":\"10.1617/s11527-025-02800-z\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>This study examines the applicability of early-age static elastic modulus measurements for estimating the setting time of cement-based materials. A range of cement paste compositions was prepared to encompass a broad spectrum of setting behaviors. Static elastic modulus was continuously and automatically monitored using a recently developed technique, Elasticity Modulus Measurement through Impulse Response Method (EMM-IRM), a variant of resonant frequency methods. For comparison, the Vicat Needle test was employed to determine setting times. The results indicate that the evolution of the elastic modulus over time is highly sensitive to variations in setting behavior. Notably, initial setting tends to correspond to the first inflection point of the time derivative of the static elastic modulus, while final setting aligns with the point where its rate of evolution levels off. Based on these observations, a new methodology is proposed for estimating setting times. In this approach, the initial setting corresponds to the first peak in the second derivative of the static elastic modulus curve, while the final setting is defined as the point at which this curve decreases to 80% of its maximum value.</p><h3>Graphical abstract</h3><div><figure><div><div><picture><source><img></source></picture></div></div></figure></div></div>\",\"PeriodicalId\":691,\"journal\":{\"name\":\"Materials and Structures\",\"volume\":\"58 9\",\"pages\":\"\"},\"PeriodicalIF\":3.9000,\"publicationDate\":\"2025-10-03\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Materials and Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1617/s11527-025-02800-z\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Materials and Structures","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1617/s11527-025-02800-z","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Investigating the relationship between early-age elastic modulus development and setting time in cement-based materials
This study examines the applicability of early-age static elastic modulus measurements for estimating the setting time of cement-based materials. A range of cement paste compositions was prepared to encompass a broad spectrum of setting behaviors. Static elastic modulus was continuously and automatically monitored using a recently developed technique, Elasticity Modulus Measurement through Impulse Response Method (EMM-IRM), a variant of resonant frequency methods. For comparison, the Vicat Needle test was employed to determine setting times. The results indicate that the evolution of the elastic modulus over time is highly sensitive to variations in setting behavior. Notably, initial setting tends to correspond to the first inflection point of the time derivative of the static elastic modulus, while final setting aligns with the point where its rate of evolution levels off. Based on these observations, a new methodology is proposed for estimating setting times. In this approach, the initial setting corresponds to the first peak in the second derivative of the static elastic modulus curve, while the final setting is defined as the point at which this curve decreases to 80% of its maximum value.
期刊介绍:
Materials and Structures, the flagship publication of the International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), provides a unique international and interdisciplinary forum for new research findings on the performance of construction materials. A leader in cutting-edge research, the journal is dedicated to the publication of high quality papers examining the fundamental properties of building materials, their characterization and processing techniques, modeling, standardization of test methods, and the application of research results in building and civil engineering. Materials and Structures also publishes comprehensive reports prepared by the RILEM’s technical committees.