Haonan Zhu , Qinyuan Liang , Deyu Kong , Kui He , Hui Yang
{"title":"超高性能微胶囊混凝土的多尺度孔隙优化:从纳米尺度到宏观尺度的收缩调节","authors":"Haonan Zhu , Qinyuan Liang , Deyu Kong , Kui He , Hui Yang","doi":"10.1016/j.cemconcomp.2025.106228","DOIUrl":null,"url":null,"abstract":"<div><div>Superabsorbent polymers (SAP) are widely utilized as internal curing (IC) agents to effectively mitigate the autogenous shrinkage of ultra-high-performance concrete (UHPC). However, the macropores left behind by SAP can pose significant risks to the mechanical properties of UHPC. To address this challenge, this study developed double-emulsion microcapsules with an alkali-sensitive shell, designed to simultaneously achieve reduced shrinkage and enhanced mechanical strength in UHPC. The effects of these microcapsules on hydration, mechanical properties, shrinkage, and the micro- and nano-scale structure of UHPC were systematically investigated. The results revealed that the incorporation of microcapsules substantially reduced autogenous shrinkage while promoting hydration without compromising compressive strength. Specifically, at an optimal microcapsule content of 1.0 %, the autogenous shrinkage rate decreased by 49.5 % compared to UHPC without microcapsules, while the compressive strength remained unaffected. Additionally, the IC process was significantly improved, as evidenced by enhancements in the interfacial transition zone (ITZ) and the mitigation of microcrack development, validated through nanoindentation and X-ray microcomputed tomography (X-ray μCT) analyses. A quantitative method evaluating the fragmentation degree of internal cracks in UHPC is proposed to systematically characterize the impact of microcapsules on IC efficiency, providing theoretical insights into leveraging microcapsule technology to achieve UHPC with low shrinkage and high strength.</div></div>","PeriodicalId":9865,"journal":{"name":"Cement & concrete composites","volume":"164 ","pages":"Article 106228"},"PeriodicalIF":13.1000,"publicationDate":"2025-07-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Multiscale pore optimization of UHPC with microcapsules: From nanoscale to macroscale shrinkage regulation\",\"authors\":\"Haonan Zhu , Qinyuan Liang , Deyu Kong , Kui He , Hui Yang\",\"doi\":\"10.1016/j.cemconcomp.2025.106228\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Superabsorbent polymers (SAP) are widely utilized as internal curing (IC) agents to effectively mitigate the autogenous shrinkage of ultra-high-performance concrete (UHPC). However, the macropores left behind by SAP can pose significant risks to the mechanical properties of UHPC. To address this challenge, this study developed double-emulsion microcapsules with an alkali-sensitive shell, designed to simultaneously achieve reduced shrinkage and enhanced mechanical strength in UHPC. The effects of these microcapsules on hydration, mechanical properties, shrinkage, and the micro- and nano-scale structure of UHPC were systematically investigated. The results revealed that the incorporation of microcapsules substantially reduced autogenous shrinkage while promoting hydration without compromising compressive strength. Specifically, at an optimal microcapsule content of 1.0 %, the autogenous shrinkage rate decreased by 49.5 % compared to UHPC without microcapsules, while the compressive strength remained unaffected. Additionally, the IC process was significantly improved, as evidenced by enhancements in the interfacial transition zone (ITZ) and the mitigation of microcrack development, validated through nanoindentation and X-ray microcomputed tomography (X-ray μCT) analyses. A quantitative method evaluating the fragmentation degree of internal cracks in UHPC is proposed to systematically characterize the impact of microcapsules on IC efficiency, providing theoretical insights into leveraging microcapsule technology to achieve UHPC with low shrinkage and high strength.</div></div>\",\"PeriodicalId\":9865,\"journal\":{\"name\":\"Cement & concrete composites\",\"volume\":\"164 \",\"pages\":\"Article 106228\"},\"PeriodicalIF\":13.1000,\"publicationDate\":\"2025-07-14\",\"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/S0958946525003105\",\"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}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Cement & concrete composites","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0958946525003105","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}
Multiscale pore optimization of UHPC with microcapsules: From nanoscale to macroscale shrinkage regulation
Superabsorbent polymers (SAP) are widely utilized as internal curing (IC) agents to effectively mitigate the autogenous shrinkage of ultra-high-performance concrete (UHPC). However, the macropores left behind by SAP can pose significant risks to the mechanical properties of UHPC. To address this challenge, this study developed double-emulsion microcapsules with an alkali-sensitive shell, designed to simultaneously achieve reduced shrinkage and enhanced mechanical strength in UHPC. The effects of these microcapsules on hydration, mechanical properties, shrinkage, and the micro- and nano-scale structure of UHPC were systematically investigated. The results revealed that the incorporation of microcapsules substantially reduced autogenous shrinkage while promoting hydration without compromising compressive strength. Specifically, at an optimal microcapsule content of 1.0 %, the autogenous shrinkage rate decreased by 49.5 % compared to UHPC without microcapsules, while the compressive strength remained unaffected. Additionally, the IC process was significantly improved, as evidenced by enhancements in the interfacial transition zone (ITZ) and the mitigation of microcrack development, validated through nanoindentation and X-ray microcomputed tomography (X-ray μCT) analyses. A quantitative method evaluating the fragmentation degree of internal cracks in UHPC is proposed to systematically characterize the impact of microcapsules on IC efficiency, providing theoretical insights into leveraging microcapsule technology to achieve UHPC with low shrinkage and high strength.
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.