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首页> 外文期刊>Cement and Concrete Research >Multiscale estimation of ageing viscoelastic properties of cement-based materials: A combined analytical and numerical approach to estimate the behaviour at early age
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Multiscale estimation of ageing viscoelastic properties of cement-based materials: A combined analytical and numerical approach to estimate the behaviour at early age

机译:水泥基材料老化粘弹性的多尺度估计:结合分析和数值方法来估计早期行为

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We propose an investigation combining numerical and analytical tools to estimate the ageing viscoelastic properties of cement-based materials within a multiscale framework. With analytical homogenization the properties at the cement paste and mortar scales are estimated by a combination of Generalized Self-Consistent (GSC) and Mori-Tanaka (MT) schemes. With numerical homogenization the effective properties at the concrete scale are estimated. Numerical homogenization has the advantage of allowing assessing local information and to study more complex geometries. This combined strategy constitutes a promising tool to investigate how different mechanisms leading to ageing at the hydrated products scale, as well as other features of cement-based materials such as the Interfacial Transition Zone (ITZ), affect the viscoelastic behaviour at superior scales. In this context, we study the solidification of non-ageing constituents as the mechanisms leading to the ageing behaviour combined or not with a space-filling process in C-S-H. Relaxation and creep results are presented. (C) 2016 Elsevier Ltd. All rights reserved.
机译:我们提议结合数值和分析工具进行调查,以估计水泥基材料在多尺度框架内的老化粘弹性。通过分析均质化,可以通过结合广义自洽(GSC)和Mori-Tanaka(MT)方案估算水泥浆和砂浆垢的性能。通过数值均质化,可以估算出混凝土规模的有效性能。数值均质化的优点是可以评估本地信息并研究更复杂的几何形状。该组合策略构成了一种有前途的工具,可用于研究导致水合产品规模老化的不同机制以及水泥基材料的其他特征(如界面过渡区(ITZ))如何影响上规模的粘弹性。在这种情况下,我们研究了非老化成分的固化,这是导致老化行为的机制与C-S-H中的空间填充过程相结合或不相结合的机理。给出了松弛和蠕变结果。 (C)2016 Elsevier Ltd.保留所有权利。

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