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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:基于实验触变性值的自固结混凝土模板侧向压力预测

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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:尽管自固混凝土(SCC)具有许多积极的优点,但由于其高流动性而增加了混合物的模板侧向压力,从而导致现场混凝土结构中模板建筑的成本增加。选择触变性作为最重要的功能特征,包括混合比例对侧向压力的影响,以研究新鲜混凝土在模具中的行为。在本研究中,通过考虑许多混合比变量,包括水泥含量,水灰比和矿物掺合料,研究了15种SCC混合料的触变性和模板压力特性(包括最大侧向压力和压降率)。除了研究这些变量对触变性水平和模板的侧向压力的影响外,还评估了触变性水平的测量方法(磁滞方法,结构破坏面积和屈服应力增长率)之间的关系。考虑这些方法的机理。在这项研究中,模板压力模拟器设备用于测量最大侧向压力和侧向压降率。此外,研究了混合比例变量对触变性的影响及其与模板压力的关系。使用这些指标,通过建模研究了预测模具中混凝土行为的能力。提出的基于触变性值的模板压力预测模型具有可接受的相关系数(R-2> 0.77)。

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