Effect of temperature and defects on microstructure and mechanical properties of nano-silica/C–S–H composites

IF 3 Q2 PHYSICS, CONDENSED MATTER
Jianlin He , Chunwei Zhang , Guili Liu
{"title":"Effect of temperature and defects on microstructure and mechanical properties of nano-silica/C–S–H composites","authors":"Jianlin He ,&nbsp;Chunwei Zhang ,&nbsp;Guili Liu","doi":"10.1016/j.micrna.2025.208278","DOIUrl":null,"url":null,"abstract":"<div><div>Calcium silicate hydrate (C–S–H) is a primary source of concrete strength, and optimizing its properties is crucial for enhancing the durability of concrete. Nanosilica (NS) as a reinforcing phase can effectively improve the C–S–H properties; however, its actual efficacy is significantly affected by the service temperature and its defects, and the coupling mechanism between the two at the atomic scale remains unclear. In this study, molecular dynamics simulations were employed to systematically elucidate the mechanism of the synergistic effects of temperature (100 K–500 K) and three typical oxygen defects (V1, V2, and V3) on the interfacial structure and mechanical properties of NS/C–S–H composites. The results indicate that oxygen defects enhance the interaction of NS with water molecules, thereby increasing the material's hydrophilicity to a certain extent. However, this hydrophilicity gradually decreases with increasing temperature, especially at 400K and 500K. The radial distribution function (RDF) analysis reveals that an increase in temperature results in a decrease in the characteristic peaks of Oz-Ow and Si–Os, indicating that the interatomic distances have increased and the interactions have weakened. At 300 K, the tensile strength (1.590 GPa) and Young's modulus (30.872 GPa) of the NS/C–S–H composites were greater compared to those of the C–S–H gels. NS-V2 exhibits the highest tensile strength (1.773 GPa) at 300K. NS-V3, on the other hand, exhibits excellent tensile toughness and compression modulus in the 100K–200K and 400K–500K ranges. In contrast, NS-V1 has limited mechanical property enhancement. This study elucidates the mechanism of the multivariate coupling effect of temperature and oxygen defects on NS/C–S–H at the atomic scale. The findings provide a basis for optimizing the strength, modulus, and toughness of composites at different service temperatures (especially at medium and high temperatures), which is essential for the design of high-performance concretes for applications in extreme environments.</div></div>","PeriodicalId":100923,"journal":{"name":"Micro and Nanostructures","volume":"207 ","pages":"Article 208278"},"PeriodicalIF":3.0000,"publicationDate":"2025-07-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Micro and Nanostructures","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2773012325002079","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"PHYSICS, CONDENSED MATTER","Score":null,"Total":0}
引用次数: 0

Abstract

Calcium silicate hydrate (C–S–H) is a primary source of concrete strength, and optimizing its properties is crucial for enhancing the durability of concrete. Nanosilica (NS) as a reinforcing phase can effectively improve the C–S–H properties; however, its actual efficacy is significantly affected by the service temperature and its defects, and the coupling mechanism between the two at the atomic scale remains unclear. In this study, molecular dynamics simulations were employed to systematically elucidate the mechanism of the synergistic effects of temperature (100 K–500 K) and three typical oxygen defects (V1, V2, and V3) on the interfacial structure and mechanical properties of NS/C–S–H composites. The results indicate that oxygen defects enhance the interaction of NS with water molecules, thereby increasing the material's hydrophilicity to a certain extent. However, this hydrophilicity gradually decreases with increasing temperature, especially at 400K and 500K. The radial distribution function (RDF) analysis reveals that an increase in temperature results in a decrease in the characteristic peaks of Oz-Ow and Si–Os, indicating that the interatomic distances have increased and the interactions have weakened. At 300 K, the tensile strength (1.590 GPa) and Young's modulus (30.872 GPa) of the NS/C–S–H composites were greater compared to those of the C–S–H gels. NS-V2 exhibits the highest tensile strength (1.773 GPa) at 300K. NS-V3, on the other hand, exhibits excellent tensile toughness and compression modulus in the 100K–200K and 400K–500K ranges. In contrast, NS-V1 has limited mechanical property enhancement. This study elucidates the mechanism of the multivariate coupling effect of temperature and oxygen defects on NS/C–S–H at the atomic scale. The findings provide a basis for optimizing the strength, modulus, and toughness of composites at different service temperatures (especially at medium and high temperatures), which is essential for the design of high-performance concretes for applications in extreme environments.
温度和缺陷对纳米二氧化硅/ C-S-H复合材料微观结构和力学性能的影响
水合硅酸钙(C-S-H)是混凝土强度的主要来源,优化其性能对提高混凝土耐久性至关重要。纳米二氧化硅(NS)作为增强相可以有效改善C-S-H性能;但其实际效能受使用温度及其缺陷的影响较大,两者在原子尺度上的耦合机制尚不清楚。本研究采用分子动力学模拟的方法,系统地阐明了温度(100 K - 500 K)和三种典型氧缺陷(V1、V2和V3)对NS/ C-S-H复合材料界面结构和力学性能协同作用的机理。结果表明,氧缺陷增强了NS与水分子的相互作用,从而在一定程度上提高了材料的亲水性。但随着温度的升高,亲水性逐渐降低,特别是在400K和500K时。径向分布函数(RDF)分析表明,温度升高导致Oz-Ow和Si-Os的特征峰减小,表明原子间距离增加,相互作用减弱。在300 K时,NS/ C-S-H复合材料的抗拉强度(1.590 GPa)和杨氏模量(30.872 GPa)高于C-S-H凝胶。NS-V2在300K时抗拉强度最高,达到1.773 GPa。另一方面,NS-V3在100K-200K和400K-500K范围内表现出优异的拉伸韧性和压缩模量。相比之下,NS-V1的力学性能增强有限。本研究在原子尺度上阐明了温度和氧缺陷对NS/ C-S-H的多元耦合效应机理。研究结果为优化复合材料在不同使用温度(特别是中高温)下的强度、模量和韧性提供了基础,这对于设计适用于极端环境的高性能混凝土至关重要。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
CiteScore
6.50
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信