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Mechanical and microstructural properties of cement pastes containing carbon nanotubes and carbon nanotube-silica core-shell structures, exposed to elevated temperature

机译:含碳纳米管和碳纳米管 - 二氧化硅芯壳结构水泥浆料的机械和微观结构性能,暴露于升高温度

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摘要

This study aims to investigate the effects of carbon nanotubes and carbon nanotube-silica core-shell structures, on the behaviour of cement pastes exposed to high temperature (300, 450 and 600 degrees C). Pristine multi-walled carbon nanotubes (MWCNTs) were coated with a solid nanosilica (NS) shell, to form a core-shell nanostructure (MWCNT/NS). The cement pastes were incorporated with three different nanomaterial contents equal to 0.125, 0.25 and 0.5 wt.-% of cement. The results demonstrate that incorporation of an optimum amount (0.125 wt.-%) of MWCNT/NSs, is much more beneficial than the incorporation of MWCNTs, for improving the properties of unheated and heated cement pastes. Silica shell improves the binding ability between cement matrices and nanotubes, which is reflected in specimens' compressive strength retention, as well as in decreased micro cracking. However, exceeding the optimum amount of MWCNTs and MWCNT/NSs can lead to an agglomeration of nanomaterial, thus decreasing the thermal resistance of cement pastes.
机译:本研究旨在探讨碳纳米管和碳纳米管 - 二氧化硅芯壳结构的影响,对暴露于高温(300,450和600℃)的水泥浆料的行为。用固体纳米硅(NS)壳涂覆原始的多壁碳纳米管(MWCNT),形成核 - 壳纳米结构(MWCNT / NS)。水泥浆料掺入三种不同的纳米材料含量等于0.125,0.25和0.5重量%.-%水泥。结果表明,掺入最佳量(0.125重量%)的MWCNT / NSS,比掺入MWCNTs,以改善未加热和加热的水泥浆料的性质。二氧化硅壳改善了水泥基质和纳米管之间的结合能力,其反映在样品的抗压强度保持中,以及微裂缝中的降低。然而,超过最佳量的MWCNT和MWCNT / NSS可以导致纳米材料的凝聚,从而降低水泥糊的热阻。

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