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The effect of graphene oxide grafted carbon fiber on mechanical properties of class G Portland cement

机译:石墨烯涂覆碳纤维对G级塘泥水泥机械性能的影响

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摘要

As described in the research, CFs were reinforced by graphene oxide (GO) and prepared by grafting-to technology and this new graphene oxide modified carbon fiber (GO-CF) showed excellent adhesion properties to cement material, which was with excellent mechanical properties and analyzed by infrared spectroscopy (FTIR), scanning electron microscope (SEM), X-ray diffraction analysis (XRD), and X-ray photoelectron spectroscopy (XPS). To deeply explore the reinforcement mechanism of graphene oxide to CFs, not only were scanning electron microscopy analysis and X-ray diffraction (XRD) analysis conducted, but triaxial strain-stress mechanical performance tests, a dynamic simulation to subsurface operation environment, were also utilized to confirm the mechanical effect of GO-CFs to cement. The results showed that GO-CF reinforced cement (GOCFRC) exhibited excellent compressive strength performance with GO of only 0.4% BWOC content. And cement compressive strength increased to over 1.18 times that of pure cement after 14-day curing period. Above all, the new kind of reinforced cement material showed superior toughness compared to pure cement. Its flexural tensile strength increased by 38.81% in 3-day curing period, 38.65% in 7-day curing period, and 41.76% in 14-day curing period. Furthermore, it displayed excellent triaxial stress-strain toughness compared to pure cement: Young's modulus increased to 150.9%, ultimate stress increased to over 121%, and ultimate strain increased to about 267%. Excellent compatible interface adhesion performance of new carbon fiber was detected through SEM analysis. Via this research, the application mechanism of GO reinforced cement material was improved, and a new type of carbon fiber reinforced cement (CFRC) with higher mechanical performance was developed.
机译:如研究所述,CFS通过石墨烯(GO)加强,并通过嫁接至技术制备,并且这种新的石墨烯改性碳纤维(GO-CF)显示出水泥材料的优异粘附性,其具有优异的机械性能和通过红外光谱(FTIR),扫描电子显微镜(SEM),X射线衍射分析(XRD)和X射线光电子能谱(XPS)分析。为了深深地探索石墨烯氧化物的加固机制,不仅扫描电子显微镜分析和进行的X射线衍射(XRD)分析,而且还利用了三轴应变应力机械性能测试,对地下操作环境的动态模拟确认Go-CFS到水泥的机械​​效果。结果表明,GO-CF增强水泥(GOCFRC)表现出优异的抗压强度性能,只有0.4%BWOC含量。在14天固化期后,水泥抗压强度增加到纯水泥的1.18倍。最重要的是,与纯水泥相比,新种增强水泥材料表现出优异的韧性。其弯曲拉伸强度在3天固化期内增长了38.81%,7天固化期38.65%,14天固化期为41.76%。此外,与纯水泥相比,它显示出优异的三轴应力 - 应变韧性:杨氏模量增加到150.9%,最终应力增加到超过121%,最终应变增加至约267%。通过SEM分析检测新的碳纤维的优异相容界面粘附性能。通过该研究,提高了去加固水泥材料的应用机制,开发了一种新型的机械性能的碳纤维增强水泥(CFRC)。

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