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首页> 外文期刊>International Journal of Civil Engineering,Transaction A:Civil Engineering >Predicting the Formwork Lateral Pressure of Self-consolidating Concrete Based on Experimental Thixotropy Values
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Predicting the Formwork Lateral Pressure of Self-consolidating Concrete Based on Experimental Thixotropy Values

机译:基于实验触变值预测自巩固混凝土的模板横向压力

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摘要

Self-consolidating concrete (SCC), despite its many positive advantages, increases the formwork lateral pressure of the mixture due to its high fluidity, leading to the increased cost of formwork construction in the in situ concrete structures. The thixotropy property, as the most significant functional feature including the effect of mixture proportions on lateral pressure, was selected to investigate the behavior of fresh concrete in the mold. In the present study, the thixotropy and formwork pressure characteristics (including maximum lateral pressure and pressure drop rate) of 15 SCC mixtures were investigated by considering a number of mixtures proportions variables including cement content, water-to-cement ratio, and mineral admixtures. In addition to studying the effect of these variables on the thixotropy level and the lateral pressure of the formwork, the relationship between the methods of measuring the thixotropy level (hysteresis methods, the area of structural breakdown, and the yield stress growth rate) was evaluated considering the mechanism of these methods. In this study, formwork pressure simulator device was used to measure maximum lateral pressure and lateral pressure drop rate. In addition, the effects of mixture proportioning variables on thixotropy and its relationship with the formwork pressure were studied. Using these indices, the ability to predict the behavior of concrete in the mold was investigated through modeling. The presented predicting model of the formwork pressure based on thixotropy value showed an acceptable correlation coefficient (R-20.77).
机译:尽管其高流动性引起了自融化的混凝土(SCC),尽管其具有许多积极的优点,因此增加了混合物的模板横向压力,导致原位混凝土结构中的模板结构成本增加。作为最重要的功能特征,作为最重要的功能特征,包括混合物比例对横向压力的影响,研究了新鲜混凝土在模具中的行为。在本研究中,通过考虑许多混合物比例变量,研究包括水泥含量,水泥比和矿物混合物的混合物比例,研究了15SCC混合物的触变性和模板压力特性(包括最大横向压力和压降率)。除了研究这些变量对触变性水平和模板的横向压力之外,评估测量触变性水平(滞后方法,结构衰退面积和产量应激生长率)之间的关系考虑到这些方法的机制。在该研究中,使用模板压力模拟器装置来测量最大横向压力和横向压降率。此外,研究了混合物比例变量对触变性的影响及其与模板压力的关系。使用这些索引,通过建模研究了预测模具中混凝土行为的能力。基于触变性值的模板压力的呈现预测模型显示了可接受的相关系数(R-2> 0.77)。

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