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Characterization and optimization of hardened properties of self-consolidating concrete incorporating recycled steel, industrial steel polypropylene and hybrid fibers

机译:掺有再生钢,工业钢聚丙烯和杂化纤维的自固结混凝土的特性和优化硬化性能

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摘要

This paper presents an experimental/analytical investigation to examine the feasibility of hybrid fibers in self-consolidating concrete containing different fiber types (industrial steel fiber, recycled steel fibers, and Polypropylene fiber), contents (0.5%, 0.75%, 1%, 1.5% in Vol.), and combinations (as single and blended fibers). Fresh and hardened properties of the fiber reinforced self-consolidating concrete were assessed, considering total fiber volume fraction of 1.5%. The fresh state properties were assessed in terms of flow slump diameter and T-500. Moreover, the hardened state properties of specimens were characterized by using the ultrasonic pulse velocity, the compressive strength, the splitting tensile strength, the flexural strength, and the impact resistance. Then, a statistical method based two-parameter Weibull and an optimization procedure were executed on the collected experimental results.
机译:本文提出了一项实验/分析研究,以检验混合纤维在包含不同纤维类型(工业钢纤维,再生钢纤维和聚丙烯纤维),含量(0.5%,0.75%,1%,1.5)的自固结混凝土中的可行性。 %(以体积计)和组合(作为单纤维和混纺纤维)。考虑到总纤维体积分数为1.5%,对纤维增强自固结混凝土的新鲜和硬化性能进行了评估。根据流坍落度直径和T-500评估新鲜状态性能。此外,通过使用超声波脉冲速度,抗压强度,抗拉强度,抗弯强度和抗冲击性来表征样品的硬化状态特性。然后,对所收集的实验结果进行了基于统计的两参数威布尔统计方法和优化程序。

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