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Fiber-reinforced Mechanism and Mechanical Performance of Composite Fibers Reinforced Concrete

机译:复合纤维钢筋混凝土的纤维增强机理和机械性能

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To understand the enhancing effect and fiber-reinforced mechanism of composite fibers reinforced cement concrete, the influences of composite fibers on micro-cracks and the distribution of composite fibers were evaluated by optical electron micrometer (OEM) and scanning electron microscope (SEM). Three kinds of fiber, such as polyacrylonitrile-based carbon fiber, basalt fiber, and glass fiber, were used in the composite fibers reinforced cement concrete. The composite fibers could form a stable structure in concrete after the liquid-phase coupling treatment, gas-liquid double-effect treatment, and inert atmosphere drying. The mechanical properties of composite fibers reinforced concrete (CFRC) were studied by universal test machine (UTM). Moreover, the effect of composite fibers on concrete was analyzed based on the toughness index and residual strength index. The results demonstrated that the composite fibers could improve the mechanical properties of concrete, while the excessive amount of composite fibers had an adverse effect on the mechanical properties of concrete. The composite fibers could significantly improve the toughness index of CFRC, and the increment rate is more than 30%. The composite fibers could form a mesh structure, which could promote the stability of concrete and guarantee the excellent mechanical properties.
机译:为了了解复合纤维增强水泥混凝土的增强效果和纤维增强机理,通过光学电子微米(OEM)和扫描电子显微镜(SEM)评估复合纤维对微裂纹对微裂纹的影响及复合纤维的分布。三种纤维,如聚丙烯腈基碳纤维,玄武岩纤维和玻璃纤维,用于复合纤维增强水泥混凝土。复合纤维可以在液相偶联处理,气液双效处理和惰性气氛干燥后形成混凝土中的稳定结构。通过通用试验机(UTM)研究了复合纤维钢筋混凝土(CFRC)的机械性能。此外,基于韧性指数和残余强度指数分析了复合纤维对混凝土的影响。结果表明,复合纤维可以改善混凝土的机械性能,而过量的复合纤维对混凝土的机械性能具有不利影响。复合纤维可以显着改善CFRC的韧性指数,增量率超过30%。复合纤维可以形成网状结构,可以促进混凝土的稳定性并保证优异的机械性能。

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