相对湿度对硅酸钙水合物纳米压痕松弛的影响

Zhao Chen , Jessy Frech-Baronet , Hang Tran , Luca Sorelli
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引用次数: 0

摘要

尽管进行了大量研究,但由于水泥微观结构的复杂性,对混凝土随时间变化的行为的理解仍然是一个谜。本研究采用统计纳米压痕法研究相对湿度(RH)对水泥浆中硅酸钙水合物(C-S-H)松弛行为的影响。我们在相对湿度为 33% 和 86% 的条件下进行的实验表明,随着相对湿度的增加,C-S-H 的压痕模量和硬度都有显著提高。值得注意的是,内部水分对渐进松弛行为产生了重大影响,呈现出明显的幂律模式。进一步分析发现,C-S-H 中存在短期和长期粘弹性行为,并在最初几秒钟内出现了过渡。这些发现加深了人们对不同湿度条件下混凝土徐变的纳米级驱动机制的理解。
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The impact of relative humidity on the nanoindentation relaxation in calcium silicate hydrates
Despite extensive research efforts, understanding the time-dependent behavior of concrete remains an enigma due to the complex nature of cement microstructure. In this study, the statistical nanoindentation was employed to investigate the influence of relative humidity (RH) on the relaxation behavior of calcium silicate hydrates (C-S-H) in a cement paste. Our experiments, performed at RH levels of 33 % and 86 %, revealed significant enhancements in both the indentation modulus and hardness of the C-S-H as RH increased. Remarkably, the internal water exerted a significant influence on the asymptotic relaxation behavior, displaying a clear power-law fashion. Further analysis identified the presence of short- and long-term viscoelastic behaviors within the C-S-H, distinguished by a transition observed within the initial seconds. These findings advance the understanding of nanoscale mechanisms driving concrete creep under different humidity conditions.
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Downstream processing of End-of-Life concrete for the recovery of high-quality cementitious fractions The impact of relative humidity on the nanoindentation relaxation in calcium silicate hydrates Low-grade fly ash in portland cement blends: A decoupling approach to evaluate reactivity and hydration effects Accelerating effect of low replacements of carbonaceous materials in cement paste and mortar Measuring concrete air-entraining admixture adsorption on coal ash using three-phase equilibrium and fluorescence-based methods
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