Uncovering the mechanism controlling strength and microstructural evolution of belite-rich cement-based materials at different temperatures

IF 10.8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Jing Xie , Zemei Wu , Xuanhan Zhang , Xiang Hu , Caijun Shi
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Abstract

The effect of temperature on the properties of belite-rich cement-based (BRC) materials is different from that on Portland cement (PC). This study provides a comprehensive understanding of the mechanisms controlling strength and microstructural evolution at different temperatures, especially C-S-H characteristics, of BRC materials. Phase assemblage, pore structure, and microscopic morphology of BRC paste, as well as phase composition and structure, chemically bound water, and bulk density of C-S-H were investigated using X-ray diffraction (XRD), thermogravimetric analysis (TGA), 1H and 29Si nuclear magnetic resonance (NMR), scanning electron microscopy (SEM), and energy dispersive spectrometer (EDS). The strength of BRC mortar increased with temperature is because of the higher hydration degree of β-C2S, lower porosity (except for 60 °C), and increased main chain length (MCL) of C-S-H. Hydration degrees of 28-d β-C2S and C3S increased by 202.5 % and 16.3 %, respectively, while MCL increased by 39.4 % from 5 to 60 °C. The higher temperature sensitivity of β-C2S is due to its activation energy being 12.4 % greater than that of C3S in BRC paste. Additionally, gel porosity decreased with temperature due to decreased bound water content and increased 16.7 % bulk density of C-S-H from 5 to 60 °C. Finally, the CaO/SiO2 was inversely proportional to MCL and bulk density, but positively to H2O/SiO2. The findings deepen the mechanistic understandings of the hydration kinetics and microstructural evolution for temperature-affected BRC material.
揭示不同温度下控制富菱镁矿水泥基材料强度和微结构演变的机制
温度对富菱镁矿水泥基(BRC)材料性能的影响不同于对硅酸盐水泥(PC)的影响。本研究全面了解了不同温度下控制富菱镁矿水泥基材料强度和微观结构演变的机理,尤其是 C-S-H 特性。研究采用 X 射线衍射 (XRD)、热重分析 (TGA)、1H 和 29Si 核磁共振 (NMR)、扫描电子显微镜 (SEM) 和能量色散光谱仪 (EDS) 对 BRC 砂浆的相组合、孔隙结构和微观形态,以及 C-S-H 的相组成和结构、化学结合水和体积密度进行了研究。BRC 砂浆的强度随温度升高而增加,这是因为 β-C2S 的水化度较高、孔隙率较低(60 °C除外)以及 C-S-H 的主链长度(MCL)增加。28 d β-C2S 和 C3S 的水合度在 5 至 60 °C 之间分别增加了 202.5 % 和 16.3 %,而主链长度增加了 39.4 %。β-C2S 对温度的敏感性较高,这是因为它在 BRC 浆料中的活化能比 C3S 高 12.4%。此外,凝胶孔隙率随温度的升高而降低,这是由于结合水含量降低以及 C-S-H 的体积密度在 5 至 60 °C期间增加了 16.7 %。最后,CaO/SiO2 与 MCL 和体积密度成反比,但与 H2O/SiO2 成正比。这些发现加深了人们对受温度影响的 BRC 材料的水化动力学和微结构演变的机理理解。
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来源期刊
Cement & concrete composites
Cement & concrete composites 工程技术-材料科学:复合
CiteScore
18.70
自引率
11.40%
发文量
459
审稿时长
65 days
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.
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