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Development of heavyweight high performance fiber reinforced cementitious composites (HPFRCC) - Part I: Mechanical properties

机译:高性能高性能纤维增强水泥基复合材料(HPFRCC)的开发-第一部分:机械性能

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摘要

This paper addresses the development of heavyweight high performance fiber reinforced cementitious composites (HPFRCC) incorporating silica sand-quartz powder blend, granulated ferrous waste or barite as fine aggregate. In this phase of the experimental program, the effects of three types of aggregates on mechanical properties of HPFRCC were investigated. Additionally, three different water-to-binder ratios, and three different steel fiber volume fractions were the other experimental variables. Also two different curing conditions (standard water curing and steam curing) were applied to HPFRCC specimens. Particle shape and surface morphology of the aggregates were analysed by scanning electron microscopy (SEM). Compressive strength, flexural strength and flexural toughness of the HPFRCC series were examined and discussed with regard to fine aggregate characteristics. The results showed that the highest flexural strength was achieved in the series incorporating granulated ferrous waste. Furthermore, all test series exhibited a ductile response and deflection-hardening behavior, regardless of the aggregate type and volume fraction of steel fiber. (C) 2017 Elsevier Ltd. All rights reserved.
机译:本文探讨了将硅砂-石英粉末混合物,粒状含铁废料或重晶石作为细骨料的高性能高性能纤维增强水泥基复合材料(HPFRCC)的开发。在实验程序的此阶段,研究了三种类型的骨料对HPFRCC力学性能的影响。此外,其他三个实验变量是水/粘结剂的三种不同比率以及钢纤维的三种不同体积分数。还将两种不同的固化条件(标准水固化和蒸汽固化)应用于HPFRCC标本。聚集体的颗粒形状和表面形态通过扫描电子显微镜(SEM)分析。检查并讨论了HPFRCC系列的抗压强度,抗弯强度和抗弯韧性,有关细骨料的特性。结果表明,在含粒状含铁废料的系列中获得了最高的弯曲强度。此外,无论钢纤维的聚集体类型和体积分数如何,所有测试系列均显示出延性响应和挠曲-硬化行为。 (C)2017 Elsevier Ltd.保留所有权利。

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