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Basic physical and mechanical properties of cement composites after temperature exposure

机译:温度暴露后水泥复合材料的基本物理和力学性能

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Basic physical and mechanical properties of several cement composites are determined as functions of thermal load and the results are compared with reference materials. Bulk density, matrix density, and open porosity are measured using the water vacuum saturation method. Compressive and bending strengths are determined according to the European standard. High-temperature coefficient of thermal expansion is obtained using a comparative measurement. Experimental results show that composites based on Portland cement do not resist high temperatures well. Their applicability is limited to 400 °C, due to the damage caused by hydrates decomposition. On the other hand, composites based on calcium aluminate cement exhibit a better thermal stability and retain residual strength even after being exposed to 1000 °C.
机译:几种水泥复合材料的基本物理和力学性能被确定为热载荷的功能,并将结果与​​参考材料进行比较。使用水真空饱和法测量堆积密度,基质密度和开孔率。压缩和弯曲强度根据欧洲标准确定。使用比较测量获得高温热膨胀系数。实验结果表明,基于波特兰水泥的复合材料不抵抗高温良好。由于水合物分解引起的损坏,它们的适用性限制在400°C。另一方面,基于铝酸钙水泥的复合材料表现出更好的热稳定性,并且即使在暴露于1000℃后也保持残留的强度。

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