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Effect of graphene oxide on single fiber pullout behavior

机译:石墨烯氧化物对单纤维拉出行为的影响

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The properties of fiber reinforced concrete (FRC) depends strongly on bond between fiber and cement matrix. Any change in matrix and fiber characteristics affects the bond behavior. In this study, the effect of graphene oxide on cement composite strength and bond behavior between fiber and cement matrix was investigated. The graphene oxide solution with concentration of 10 mg/ml was mixed with cement mortar at 0.05% by weight of cement. Four types of fibers viz., hooked end steel, double hooked end steel, polypropylene and glass fibers were tested by embedding in both plain cement mortar (M) and cement graphene mortar (GM). The single fiber pullout test was performed at the rates of 60 and 180 mm/min. Results were collected in form of failure mode, scanning electron microscope (SEM) images, bond-slip response, bond strength and energy absorption. SEM images showed that the failure modes depended on fiber type, matrix type and loading rate. The steel fibers showed almost no damage except for the change of hooked end shape at the fiber end. For polypropylene fiber, the fiber surface scraping was commonly observed while the debonding of coating material was observed for glass fiber. The bond strength was higher in GM mortar than that of M mortar and increased with the increase in loading rate. In the case of fiber type, steel fibers exhibited higher bond and energy absorption than both polypropylene and glass fibers. (C) 2021 Elsevier Ltd. All rights reserved.
机译:纤维增强混凝土(FRC)的性质依赖于纤维和水泥基质之间的粘合。矩阵和光纤特性的任何变化都会影响债券行为。在该研究中,研究了石墨烯氧化物对水泥复合强度和纤维和水泥基质之间粘合行为的影响。将浓度为10mg / ml的石墨烯氧化物溶液与水泥砂浆的0.05重量%的水泥混合。通过嵌入普通水泥砂浆(M)和水泥石墨烯砂浆(GM)中,通过嵌入钩形端钢,双钩端钢,聚丙烯和玻璃纤维进行钩状钢,双钩端钢,聚丙烯和玻璃纤维。单纤维拉伸试验在60和180mm / min的速率下进行。结果以故障模式,扫描电子显微镜(SEM)图像,粘结滑移响应,粘合强度和能量吸收的形式收集。 SEM图像显示故障模式依赖于光纤类型,矩阵类型和装载速率。除了纤维端部的钩状端形状的变化外,钢纤维几乎没有损坏。对于聚丙烯纤维,通常观察到纤维表面刮擦,同时观察到玻璃纤维的涂层材料的剥离。 GM砂浆的粘合强度高于M砂浆的砂浆,随着装载速率的增加而增加。在纤维型的情况下,钢纤维表现出比聚丙烯和玻璃纤维更高的粘合和能量吸收。 (c)2021 elestvier有限公司保留所有权利。

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