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In situ elastic modulus evaluation of Al_2O_3-MgO refractory castables

机译:Al_2O_3-MgO耐火浇注料的原位弹性模量评估

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Elastic modulus evaluation is a simple and very accurate technique to investigate refractory castable behavior during curing, drying and firing steps. Therefore, analyzing this property might be useful to assess microstructural changes in Al_2O_3-MgO systems, where in situ transformations play an important role at high temperature. Considering this aspect, dead-burnt magnesia containing refractory castables with 0 wt%, 2 wt%, 4 wt % or 6 wt% of calcium aluminate cement and 1 wt% of fumed silica, as well as an additional cement-free composition containing a caustic magnesia source (with higher reactivity) were evaluated using hot elastic modulus measurements, thcrmodynamic calculations and XRD analysis. The cement-free castables attested that the greater the brucite content, the higher the drop in the elastic modulus. On the other hand, MgAl_2O_4 formation increased the sample's stiffness, but the presence of caustic magnesia did not significantly affect the elastic behavior at high temperatures. For the cement bonded systems, reactions between CaO, SiO_2 and Al_2O_3 resulted in a remarkable increase in the elastic modulus above 800 ℃, whereas at higher temperatures liquid phase generation spoiled the castable's properties. Thermodynamic calculations indicated that reducing the cement content, a lower amount of glassy phase was generated in the matrix, leading to a higher E value after the cooling stage. The elastic modulus profile for the second thermal cycle also suggested that a glassy phase transition occurred above 1000 °C for the evaluated castables.
机译:弹性模量评估是一种简单且非常准确的技术,用于研究固化,干燥和烧制步骤中的耐火浇注料行为。因此,分析这种性质可能有助于评估Al_2O_3-MgO系统的微观结构变化,在高温下原位转变起着重要作用。考虑到这个方面,含有0重量%,2重量%,4重量%或6重量%的铝酸钙水泥和1重量%的热解法二氧化硅的耐火镁质浇铸物,以及另外的不含水泥的组合物使用热弹性模量测量,热力学计算和XRD分析评估了苛性氧化镁源(具有较高的反应性)。无水泥浇注料证明,水镁石含量越高,弹性模量下降越大。另一方面,MgAl_2O_4的形成增加了样品的刚度,但苛性氧化镁的存在并未显着影响高温下的弹性行为。对于水泥粘结体系,CaO,SiO_2和Al_2O_3之间的反应导致800℃以上的弹性模量显着增加,而在较高的温度下液相生成破坏了可浇铸物的性能。热力学计算表明,降低水泥含量,在基体中生成较少的玻璃态相,导致冷却阶段后的E值较高。第二个热循环的弹性模量曲线还表明,对于评估的浇注料,在1000°C以上会发生玻璃态相变。

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