Computation of Elastic Properties of Portland Cement Using Molecular Dynamics

Weidong Wu, A. Al-ostaz, A. Cheng, C. Song
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引用次数: 56

Abstract

There is a growing interest in relating nanostructures to the macro properties of engineering materials such as composites and cement materials. Better understanding of structure and elastic properties of nanoparticles in concrete by modeling and experiment could lead to nanoengineered concrete with much better performance and energy efficiency. In this study, the molecular dynamics (MD) atomistic simulation technique was applied to study the elastic properties of major portland cement compounds (i.e., alite, belite, and aluminate). Applicability of three commonly used force fields: COMPASS, Universal force field (UFF), and Dreiding were evaluated in the MD simulation. The combination of different simulation cell sizes and force fields was investigated. MD simulation results of cement were comparable to the experimental data. The results could be used as nanoparticle properties for multiscale modeling of concrete, cementitious composites, and aggregate.
硅酸盐水泥弹性性能的分子动力学计算
将纳米结构与复合材料和水泥材料等工程材料的宏观性能联系起来的兴趣越来越大。通过模拟和实验,更好地了解混凝土中纳米颗粒的结构和弹性特性,可以使纳米工程混凝土具有更好的性能和能效。在本研究中,应用分子动力学(MD)原子模拟技术研究了主要硅酸盐水泥化合物(即阿利特、贝利特和铝酸盐)的弹性性能。在MD仿真中对COMPASS、Universal force field (UFF)和dreding三种常用力场的适用性进行了评估。研究了不同模拟单元尺寸和力场的组合。水泥的MD模拟结果与实验数据基本吻合。研究结果可用于混凝土、胶凝复合材料和骨料的纳米颗粒特性多尺度建模。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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