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首页> 外文期刊>Advances in materials science and engineering >Effect of Calcium Carbonate Whisker and Fly Ash on Mechanical Properties of Cement Mortar under High Temperatures
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Effect of Calcium Carbonate Whisker and Fly Ash on Mechanical Properties of Cement Mortar under High Temperatures

机译:碳酸钙晶须和粉煤灰对高温下水泥砂浆力学性能的影响

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摘要

Calcium carbonate (CaCO3) whisker, as a new type of microfibrous material, has been extensively used in the reinforcement of cementitious materials. However, the combined effect of CaCO3 whisker and fly ash on mechanical properties of cementitious materials under high temperatures was still unknown. In this study, the coupling effect of CaCO3 whisker, and fly ash on mechanical properties of the cement was investigated. Two sets of cement mortars were fabricated, including CaCO3 whisker-based mortar which contained 0?wt.%, 5?wt.%, 10?wt.%, 15?wt.%, and 20?wt.% CaCO3 whisker as cement substitution and CaCO3 whisker-based fly ash mortar which contained 30?wt.% fly ash in addition to 0?wt.%, 5?wt.%, 10?wt.%, 15?wt.%, and 20?wt.% CaCO3 whisker as cement substitution. Mass loss, compressive strength, and flexural strength of these two sets of specimens before and after being subjected to high temperatures of 200°C, 400°C, 600°C, 800°C, and 1000°C were measured. Based on the results of the aforementioned tests, load-deflection test was performed on the specimen which exhibited the superior performance to further study its mechanical behavior after exposure to high temperatures. Moreover, microstructural analysis, such as mercury intrusion porosimetry (MIP) and scanning electron microscopy (SEM), was conducted to reveal the damage mechanism of high temperature and to illustrate the combined effect of CaCO3 whisker and fly ash on high-temperature resistance of the cement. Results showed that fly ash could improve the high-temperature performance of CaCO3 whisker-based mortar before 600°C and limit the loss of strength after 600°C.
机译:碳酸钙(CaCO 3)晶须作为一种新型的微纤维材料,已广泛用于胶凝材料的增强。然而,CaCO3晶须和粉煤灰在高温下对水泥材料机械性能的综合作用仍然未知。在该研究中,研究了CaCO3晶须的偶联作用,以及粉煤灰对水泥的力学性能的研究。制造两组水泥砂浆,包括CaCO3晶须的砂浆,其含有0μl.%,5μl.%,10·%,15·%,20μl。%CaCO3晶须作为水泥含有30μl.%粉煤灰的替代和CaCO3晶须的粉煤灰砂浆除0〜重量%,5μl%,10〜重量%,15〜wt.%,20μl。 %Caco3晶须作为水泥替代。测量在200℃,400℃,600℃,800℃和1000℃的高温之前和之后这两组样品的质量损失,抗压强度和弯曲强度。基于上述试验的结果,对样本进行载荷偏转试验,该试验表现出优异的性能,以进一步研究暴露于高温后的机械行为。此外,进行微观结构分析,例如汞侵入孔隙瘤率(MIP)和扫描电子显微镜(SEM),以显示高温的损伤机制,并说明CaCO3晶须和粉煤灰对高温阻力的综合作用水泥。结果表明,粉煤灰可以在600°C之前提高CaCO3晶须砂浆的高温性能,并限制600℃后的强度损失。

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