首页> 外文期刊>Arabian Journal for Science and Engineering. Section A, Sciences >Experimental Investigations and Prediction of Thermal Behaviour of Ferrosialate‑Based Geopolymer Mortars
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Experimental Investigations and Prediction of Thermal Behaviour of Ferrosialate‑Based Geopolymer Mortars

机译:亚铁酸盐基地聚合物砂浆热行为的实验研究和预测

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This paper studies the thermal behaviour of ferrosialate geopolymer mortars. This is done by monitoring various factorsinfluencing the strength gain/loss, weight loss, enthalpy changes, physical and chemical transformations in the ferrosialategeopolymer structure using TG/DT analysis. This study proposed a novel predictive equation for estimating this parameterwith the help of gene expression programming (GEP). Fly ash is used as a raw feed for sialate geopolymer, and red mudalong with fly ash is used for ferrosialate geopolymer. Till 200 ℃, oven-cured samples showed maximum strength results.Whereas in later stages, i.e. after exposure to 400 ℃, ambient cured samples surpassed the former by 4.14%. Developmentof broad amorphous hump in the XRD patterns, presence of thicker geopolymer structure in the SEM images for 400 ℃samples, an exothermic peak in the DTA curves at 400 ℃ and increment in the compressive strength up to 400 ℃ exposure,all pointing to a conclusion that elevated temperature-favoured ferrosialate geopolymer formation till 400 ℃. After exposureto 800 ℃, maximum strength loss of 68.57% and 30.3% is observed for sialate and ferrosialate samples dehydroxylation,recrystallization, and melting of unreacted particles are the reasons for diminishing the strength at elevated temperatures.An equation using GEP model (r~2 = 0.913) having nine genes is proposed that can predict the residual compressive strengthof ferrosialate geopolymer mortars. Though this model is for ferrosialate geopolymer, a similar technique can be easilyadapted to other types of geopolymers.
机译:本文研究了铁硅酸盐土聚合物砂浆的热行为。这是通过使用TG / DT分析监测影响铁酸铝盐地聚物结构中强度增加/损失,重量损失,焓变,物理和化学转变的各种因素来完成的。这项研究提出了一个新的预测方程,用于借助基因表达编程(GEP)估算该参数。粉煤灰被用作唾液酸地质聚合物的原料,红泥浆与粉煤灰一起被用作铁酸盐硅酸盐地质聚合物。直到200℃,烤箱固化的样品才显示出最大的强度结果。而在随后的阶段,即暴露于400℃后,环境固化的样品比前者高4.14%。 X射线衍射图中出现宽泛的无定形峰,在400℃的SEM图像中存在较厚的地聚合物结构,在400℃的DTA曲线中有放热峰,在暴露于400℃时其抗压强度增加,所有这些都表明了结论。直到400℃为止,有利于温度的铁酸铁盐地聚合物的形成。暴露于800℃后,唾液和亚铁酸盐样品的最大强度损失分别为68.57%和30.3%。脱羟基,重结晶和未反应颗粒的熔融是高温下强度降低的原因。使用GEP模型的方程(r〜2 = 0.913)提出了具有九个基因的基因,这些基因可以预测铁硅酸盐土聚合物砂浆的残余抗压强度。尽管此模型适用于铁酸盐铁酸盐地质聚合物,但类似的技术也可以轻松地适用于其他类型的地质聚合物。

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