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Microstructure and mechanical properties of carbon nanotube reinforced cementitious composites developed using a novel dispersion technique

机译:利用新型分散技术开发的碳纳米管增强水泥基复合材料的微观结构和力学性能

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The present paper reports the first attempt of developing carbon nanotube (CNT) reinforced cement composites through a short dispersion route using Pluronic F-127 as a novel dispersing agent. Optimum concentrations of Pluronic for various types of CNT were determined, and the influences of Pluronic and CNT on the microstructure and mechanical properties of cementitious composites were thoroughly investigated. Pluronic with optimized defoamer concentration significantly improved the bulk density and mechanical properties of cement mortar. Further, dispersion of 0.1% single walled nanotube (SWNT) improved flexural modulus of mortar by 72% and flexural and compressive strengths by 7% and 19%, respectively after 28 days of hydration. Flexural and compressive strengths with functionalized SWNT increased with the hydration period up to 17% and 23% after 56 days, respectively. All CNT reinforced samples exhibited significantly higher stiffness, fracture energy and ductility as compared to plain mortar and composite samples prepared using a common surfactant. (C) 2015 Published by Elsevier Ltd.
机译:本文报道了使用Pluronic F-127作为新型分散剂通过短分散途径开发碳纳米管(CNT)增强水泥复合材料的首次尝试。确定了各种类型的CNT的最佳Pluronic浓度,并彻底研究了Pluronic和CNT对水泥基复合材料的微观结构和力学性能的影响。具有最佳消泡剂浓度的Pluronic显着改善了水泥砂浆的堆积密度和机械性能。此外,在水合28天后,分散0.1%的单壁纳米管(SWNT)可以分别将砂浆的挠曲模量提高72%,并将弯曲强度和抗压强度提高7%和19%。功能化SWNT的抗弯强度和抗压强度随着水合时间的增加而增加,在56天后分别达到17%和23%。与使用普通表面活性剂制备的普通砂浆和复合材料样品相比,所有CNT增强样品均表现出明显更高的刚度,断裂能和延展性。 (C)2015由Elsevier Ltd.出版

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