Simulation analysis of microstructure development of tricalcium silicate using the needle model of calcium silicate hydrate

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Cement and Concrete Research Pub Date : 2024-06-18 DOI:10.1016/j.cemconres.2024.107589
Zhi-wei Chen , Hai-long Wang , Jian Zhang , Xiao-yan Sun
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Abstract

This study proposes a two-scale model for tricalcium silicate (C3S) hydration to examine the microstructure of hydrated C3S paste. The needle-like morphology of a calcium silicate hydrate (C-S-H) layer, as observed in many studies, was constructed using this model based on the assumption of C-S-H needles. The boundary nucleation and growth pattern of the C-S-H needles were illustrated, and the impingement among C-S-H needles and particles was considered. The pore size distribution was calculated using the rolling sphere method for the hydrated particle system and C-S-H layer. The simulation results were compared with existing experimental data, revealing consistency for the C3S paste with different hydration times. The shape and growth parameters of the C-S-H needles were studied to model their microstructure. The microstructure constructed using this model was found to be more reasonable and could provide a more accurate description of the C-S-H morphology.

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利用硅酸钙水合物针状模型模拟分析硅酸三钙的微观结构发展
本研究提出了水合硅酸三钙(C3S)的双尺度模型,以研究水合 C3S 浆料的微观结构。根据 C-S-H 针状的假设,利用该模型构建了在许多研究中观察到的水合硅酸钙(C-S-H)层的针状形态。图解了 C-S-H 针的边界成核和生长模式,并考虑了 C-S-H 针和颗粒之间的撞击。采用滚球法计算了水合颗粒体系和 C-S-H 层的孔径分布。模拟结果与现有实验数据进行了比较,发现不同水合时间的 C3S 浆料具有一致性。研究了 C-S-H 针的形状和生长参数,以建立其微观结构模型。使用该模型构建的微观结构更为合理,可以更准确地描述 C-S-H 形态。
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来源期刊
Cement and Concrete Research
Cement and Concrete Research 工程技术-材料科学:综合
CiteScore
20.90
自引率
12.30%
发文量
318
审稿时长
53 days
期刊介绍: Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.
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