Xianggang Zhang , Mengbo Li , Chenhui Wang , Yulin Li , Yuhui Fan , Xuyan Liu , Yahong Ding , Wenlong Shen
{"title":"纳米sio2改性再生骨料混凝土的多参数分析:疲劳损伤及细观机理","authors":"Xianggang Zhang , Mengbo Li , Chenhui Wang , Yulin Li , Yuhui Fan , Xuyan Liu , Yahong Ding , Wenlong Shen","doi":"10.1016/j.istruc.2025.109414","DOIUrl":null,"url":null,"abstract":"<div><div>This study employed the method of nano-SiO<sub>2</sub> (NS) soaking recycled coarse aggregate (RCA) to enhance the fatigue performance and microstructure performance of recycled aggregate concrete (RAC). With RCA replacement ratio, NS concentration, and stress level (<em>S</em><sub>max</sub>) as the varying parameters, 108 specimens were designed for compression fatigue and micro-mechanism analysis. The residual strain curves of nano-SiO<sub>2</sub> modified recycled aggregate concrete (NSMRAC) were measured, and the damage evolution model of compressive fatigue was proposed. The microstructure of the specimen was analyzed by scanning electron microscopy (SEM) and low-field nuclear magnetic resonance (LF NMR) test. Results showed that the NSMRAC specimen with a 2 % NS soaking concentration exhibited the lowest damage value under identical replacement ratio and stress level, with model predictions in close agreement with test data. The SEM and LF NMR tests showed that the addition of NS particles effectively improved the microstructure of RCA. This study provided the scientific basis for fatigue design of NSMRAC, promoting the application of NSMRAC in engineering.</div></div>","PeriodicalId":48642,"journal":{"name":"Structures","volume":"79 ","pages":"Article 109414"},"PeriodicalIF":4.3000,"publicationDate":"2025-06-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Multi-parameter analysis of nano-SiO₂ modified recycled aggregate concrete: Fatigue damage and microscopic mechanisms\",\"authors\":\"Xianggang Zhang , Mengbo Li , Chenhui Wang , Yulin Li , Yuhui Fan , Xuyan Liu , Yahong Ding , Wenlong Shen\",\"doi\":\"10.1016/j.istruc.2025.109414\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This study employed the method of nano-SiO<sub>2</sub> (NS) soaking recycled coarse aggregate (RCA) to enhance the fatigue performance and microstructure performance of recycled aggregate concrete (RAC). With RCA replacement ratio, NS concentration, and stress level (<em>S</em><sub>max</sub>) as the varying parameters, 108 specimens were designed for compression fatigue and micro-mechanism analysis. The residual strain curves of nano-SiO<sub>2</sub> modified recycled aggregate concrete (NSMRAC) were measured, and the damage evolution model of compressive fatigue was proposed. The microstructure of the specimen was analyzed by scanning electron microscopy (SEM) and low-field nuclear magnetic resonance (LF NMR) test. Results showed that the NSMRAC specimen with a 2 % NS soaking concentration exhibited the lowest damage value under identical replacement ratio and stress level, with model predictions in close agreement with test data. The SEM and LF NMR tests showed that the addition of NS particles effectively improved the microstructure of RCA. This study provided the scientific basis for fatigue design of NSMRAC, promoting the application of NSMRAC in engineering.</div></div>\",\"PeriodicalId\":48642,\"journal\":{\"name\":\"Structures\",\"volume\":\"79 \",\"pages\":\"Article 109414\"},\"PeriodicalIF\":4.3000,\"publicationDate\":\"2025-06-18\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2352012425012299\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352012425012299","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Multi-parameter analysis of nano-SiO₂ modified recycled aggregate concrete: Fatigue damage and microscopic mechanisms
This study employed the method of nano-SiO2 (NS) soaking recycled coarse aggregate (RCA) to enhance the fatigue performance and microstructure performance of recycled aggregate concrete (RAC). With RCA replacement ratio, NS concentration, and stress level (Smax) as the varying parameters, 108 specimens were designed for compression fatigue and micro-mechanism analysis. The residual strain curves of nano-SiO2 modified recycled aggregate concrete (NSMRAC) were measured, and the damage evolution model of compressive fatigue was proposed. The microstructure of the specimen was analyzed by scanning electron microscopy (SEM) and low-field nuclear magnetic resonance (LF NMR) test. Results showed that the NSMRAC specimen with a 2 % NS soaking concentration exhibited the lowest damage value under identical replacement ratio and stress level, with model predictions in close agreement with test data. The SEM and LF NMR tests showed that the addition of NS particles effectively improved the microstructure of RCA. This study provided the scientific basis for fatigue design of NSMRAC, promoting the application of NSMRAC in engineering.
期刊介绍:
Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.