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The Influence Wall Thickness of Cement Hollow Spheres towards Compressive Properties of Cement Syntactic Foam

机译:水泥中空球体对水泥语法泡沫压缩性能的影响

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An innovative technique in producing cement syntactic foam (CSF) was proposed in this investigation. This cellular composite material basically consists of a cement matrix embedded with in-house developed cement hollow spheres (CHS). The produced foams incorporated with CHS having different wall thickness, were characterized for compressive strength and then compared with that of plain cement. It was observed that the CSFs were 37%-55% lighter than the plain cement but possessed compromised compressive strength. The comparative compressive properties of CSFs were also evaluated and reported. It was found that the CSF incorporated with thicker-coated CHS showed higher compressive strength compared to that of incorporated with thinner-coated CHS. The failure patterns within the test samples were also examined to determine the failure mechanism. These observations showed that both CSFs exhibited shearing type failure but exhibit different types of crack fractures due to the difference in CHS wall thickness.
机译:在该研究中提出了一种在生产水泥语法泡沫(CSF)中的一种创新技术。这种细胞复合材料基本上由嵌入内部开发的水泥空心球(CHS)的水泥基质组成。掺入具有不同壁厚的CH的产生的泡沫,其特征在于压缩强度,然后与普通水泥的粘附性相比。观察到CSFS比平原水泥的较轻37%-55%,但具有损害的抗压强度。还评估和报道了CSFS的比较压缩性能。发现与掺入较薄涂覆的CHS掺入的CHS掺入厚涂层CH的CSF具有更高的抗压强度。还检查了测试样品内的故障模式以确定失效机制。这些观察结果表明,由于CHS壁厚的差异,CSF都表现出剪切型失效,但表现出不同类型的裂缝骨折。

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