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Microstructure Characterization and Micromechanical Modelling of Cement Pastes Hydrated at Different Temperatures

机译:不同温度水合水泥浆的微观结构表征和力学模型

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The hydration temperature has a considerable effect on the microstructure of cement paste and its mechanical properties. The present work aims to study the influence of hydration temperature on the mechanical properties of cement paste via micromechanical modelling. We will first characterize the microstructure of a class G cement paste hydrated at different temperatures, between 7 and 90°C. Then, the influence of the microstructure variations on the elastic properties of the hardened cement paste will be explored. The analysis of the microstructure enabled determining accurately the volume fractions of different phases present in the microstructure which is an essential input for the micromechanical modelling of its elastic properties. A multiscale self-consistent homogenization model is used based on these results to simulate the variations of the mechanical properties of hardened cement paste with hydration temperature. The results are compared with macro-scale experimental results of uniaxial compression tests.
机译:水合温度对水泥浆的微观结构及其机械性能有相当大的影响。本工作旨在通过微观力学模型研究水化温度对水泥浆力学性能的影响。我们将首先描述在7至90°C之间不同温度下水合的G类水泥浆的微观结构。然后,将探讨微观结构变化对硬化水泥浆弹性特性的影响。对微观结构的分析使得能够准确确定微观结构中存在的不同相的体积分数,这是对其弹性特性进行微观力学建模的重要输入。基于这些结果,使用多尺度自洽均质化模型来模拟硬化水泥浆的机械性能随水化温度的变化。将结果与单轴压缩测试的宏观实验结果进行比较。

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