不同相对湿度水平下水泥浆体蠕变和松弛的对偶性:微压痕和分析模型表征

Zhao Chen, L. Sorelli, J. Frech-Baronet, J. Sanahuja, M. Vandamme, Jeffrey J. Chen
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引用次数: 11

摘要

最近的研究表明,微压痕技术可以评估水泥浆体的对数蠕变率,与宏观尺度下压缩试验测量的长期蠕变率有很好的相关性。在应用微压痕技术表征相对湿度(RH)对水泥浆体蠕变和松弛行为的影响之后,本工作的目的是通过目前在公开文献中使用的分析模型来分析蠕变和松弛曲线之间的对偶性。首先,对不同相对湿度水平下处于水平衡状态的水泥浆体试样进行了大网格蠕变和松弛微压痕试验。因此,考虑不同蠕变函数(对数和幂律)和加载初始塑性修正项,采用粘弹性模型对结果进行建模。所提出的结果为理解微米尺度下水泥浆体蠕变和松弛速率之间的二元性提供了新的见解,特别是考虑到可能的塑性效应。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Duality between Creep and Relaxation of a Cement Paste at Different Levels of Relative Humidity: Characterization by Microindentation and Analytical Modeling
Recent studies have showed that microindentation techniques allow assessing the logarithmic creep rate of a cement paste in good correlation with the long-term creep rates measured by compressive tests at macroscopic scale. After having applied microindentation techniques to characterize the effect of relative humidity (RH) on both the creep and relaxation behavior of a cement paste, the objective of this work is to analyze the duality between creep and relaxation curves by means of the analytical models which are currently employed in open literature. First, large grids of creep and relaxation microindentation tests were carried out on a cement paste sample in hygral equilibrium at different levels of RH. Thus, the results were modeled by a viscoelastic model by considering different creep functions (logarithmic and power-law) and corrective terms for initial plasticity under loading. The presented results provide new insights to understand the duality between creep and relaxation rates of a cement paste measured at micrometer scale, especially considering the possible plastic effect.
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