{"title":"钢纤维增强再生混凝土的长期性能:基于再生骨料粘结砂浆和钢纤维界面过渡区的徐变计算模型","authors":"Hanquan Yuan , Lihua Zhu , Xiaopeng Wang","doi":"10.1016/j.conbuildmat.2025.141163","DOIUrl":null,"url":null,"abstract":"<div><div>This study investigates the long-term mechanical properties of steel fiber-reinforced recycled concrete (SFRRC) with varying recycled concrete aggregate (RCA) replacement rates (0 %, 50 %, and 100 %) and steel fiber volume contents (0 % and 1 %) through shrinkage and creep tests. Additionally, the interfacial transition zones (ITZ) between RCAs and steel fibers were analyzed using nanoindentation technology to explore the underlying mechanisms driving changes in SFRRC’s long-term mechanical behavior. The results indicate that RCA significantly increases the shrinkage and creep deformation of SFRRC, while steel fibers exert a moderate inhibitory effect on shrinkage and a more pronounced inhibitory effect on creep. Furthermore, steel fibers have a notable impact on ITZ<sub>2</sub> (aggregate-new mortar), the interfacial transition zone in new mortar, but a lesser impact on ITZ<sub>3</sub> (aggregate-old mortar), the cross-sectional transition zone in old mortar. Based on the standard concrete creep calculation formula, this study introduces a modified creep model for SFRRC, incorporating the influence of RCA attached mortar and steel fibers in the ITZ. This model provides valuable experimental data and a theoretical foundation for the future application and promotion of SFRRC.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"474 ","pages":"Article 141163"},"PeriodicalIF":8.0000,"publicationDate":"2025-04-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Long-term performance of steel fiber reinforced recycled concrete: Creep calculation model based on recycled aggregate attached mortar and the interfacial transition zone of steel fiber\",\"authors\":\"Hanquan Yuan , Lihua Zhu , Xiaopeng Wang\",\"doi\":\"10.1016/j.conbuildmat.2025.141163\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This study investigates the long-term mechanical properties of steel fiber-reinforced recycled concrete (SFRRC) with varying recycled concrete aggregate (RCA) replacement rates (0 %, 50 %, and 100 %) and steel fiber volume contents (0 % and 1 %) through shrinkage and creep tests. Additionally, the interfacial transition zones (ITZ) between RCAs and steel fibers were analyzed using nanoindentation technology to explore the underlying mechanisms driving changes in SFRRC’s long-term mechanical behavior. The results indicate that RCA significantly increases the shrinkage and creep deformation of SFRRC, while steel fibers exert a moderate inhibitory effect on shrinkage and a more pronounced inhibitory effect on creep. Furthermore, steel fibers have a notable impact on ITZ<sub>2</sub> (aggregate-new mortar), the interfacial transition zone in new mortar, but a lesser impact on ITZ<sub>3</sub> (aggregate-old mortar), the cross-sectional transition zone in old mortar. Based on the standard concrete creep calculation formula, this study introduces a modified creep model for SFRRC, incorporating the influence of RCA attached mortar and steel fibers in the ITZ. This model provides valuable experimental data and a theoretical foundation for the future application and promotion of SFRRC.</div></div>\",\"PeriodicalId\":288,\"journal\":{\"name\":\"Construction and Building Materials\",\"volume\":\"474 \",\"pages\":\"Article 141163\"},\"PeriodicalIF\":8.0000,\"publicationDate\":\"2025-04-04\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Construction and Building Materials\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S095006182501311X\",\"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":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S095006182501311X","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}
Long-term performance of steel fiber reinforced recycled concrete: Creep calculation model based on recycled aggregate attached mortar and the interfacial transition zone of steel fiber
This study investigates the long-term mechanical properties of steel fiber-reinforced recycled concrete (SFRRC) with varying recycled concrete aggregate (RCA) replacement rates (0 %, 50 %, and 100 %) and steel fiber volume contents (0 % and 1 %) through shrinkage and creep tests. Additionally, the interfacial transition zones (ITZ) between RCAs and steel fibers were analyzed using nanoindentation technology to explore the underlying mechanisms driving changes in SFRRC’s long-term mechanical behavior. The results indicate that RCA significantly increases the shrinkage and creep deformation of SFRRC, while steel fibers exert a moderate inhibitory effect on shrinkage and a more pronounced inhibitory effect on creep. Furthermore, steel fibers have a notable impact on ITZ2 (aggregate-new mortar), the interfacial transition zone in new mortar, but a lesser impact on ITZ3 (aggregate-old mortar), the cross-sectional transition zone in old mortar. Based on the standard concrete creep calculation formula, this study introduces a modified creep model for SFRRC, incorporating the influence of RCA attached mortar and steel fibers in the ITZ. This model provides valuable experimental data and a theoretical foundation for the future application and promotion of SFRRC.
期刊介绍:
Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged.
Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.