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Assessment of synergetic effect on microscopic and mechanical properties of steel-polypropylene hybrid fiber reinforced concrete

机译:钢 - 聚丙烯杂交纤维混凝土微观和力学性能的协同作用评价

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摘要

Fiber reinforced concrete (FRC) is presently being replaced with plain concrete for its superior performance. In most cases, FRC contains just a single kind of fiber. The utilization of at least two kinds of fibers in an appropriate mix can possibly improve the mechanical properties of concrete and result in performance synergy. This paper explores the effect of using steel fiber and polypropylene fiber for reinforcing the concrete to quantify the mechanical properties of the concrete composite. The purpose of this research was to analyze the flexural strength, tensile strength, sorptivity and elasticity modulus of steel, and polypropylene hybrid fiber composite. Crimped steel fibers in conjunction with polypropylene fiber at different volume fractions were utilized. A nondestructive methodology in light of ultrasonic pulse velocity measurements was utilized to evaluate the dynamic elastic modulus. The scanning electron microscope was used to assess the properties of the concrete mixtures, the interfacial bond between fiber and the concrete matrix. The results were analyzed to evaluate fiber synergy if any associated with different volume fractions of fiber. The paper identifies the volume fraction of hybrid fiber that demonstrates maximum synergy under the essential mechanical properties of steel-polypropylene hybrid fiber reinforced concrete.
机译:目前纤维增强混凝土(FRC)用普通混凝土代替,以实现其优越的性能。在大多数情况下,FRC仅包含一种单一的光纤。在适当的混合中使用至少两种纤维可以改善混凝土的机械性能并导致性能协同作用。本文探讨了使用钢纤维和聚丙烯纤维加强混凝土的效果,以量化混凝土复合材料的力学性能。本研究的目的是分析钢的抗弯强度,拉伸强度,钢的弹性模量和聚丙烯杂化纤维复合材料。使用卷曲钢纤维与不同体积级分的聚丙烯纤维一起使用。利用超声波脉冲速度测量的非破坏性方法来评估动态弹性模量。扫描电子显微镜用于评估混凝土混合物的性质,纤维和混凝土基质之间的界面键。分析结果,评价如果与不同体积分数相关的纤维相关的纤维协同作用。本文鉴定了杂交纤维的体积分数,其在钢 - 聚丙烯杂交纤维混凝土基本机械性能下证明了最大协同作用。

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