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Compressive behavior of fiber reinforced high-performance concrete subjected to elevated temperatures

机译:高温下纤维增强高性能混凝土的抗压性能

摘要

In this paper, the effects of elevated temperatures on the compressive strength stress-strain relationship (stiffness) and energy absorption capacities (toughness) of concretes are presented. High-performance concretes (HPCs) were prepared in three series, with different cementitious material constitutions using plain ordinary Portland cement (PC), with and without metakaolin (MK) and silica fume (SF) separate replacements. Each series comprised a concrete mix, prepared without any fibers, and concrete mixes reinforced with either or both steel fibers and polypropylene (PP) fibers. The results showed that after exposure to 600 and 800 °C, the concrete mixes retained, respectively, 45% and 23% of their compressive strength, on average. The results also show that after the concrete was exposed to the elevated temperatures, the loss of stiffness was much quicker than the loss in compressive strength, but the loss of energy absorption capacity was relatively slower. A 20% replacement of the cement by MK resulted in a higher compressive strength but a lower specific toughness, as compared with the concrete prepared with 10% replacement of cement by SF. The MK concrete also showed quicker losses in the compressive strength, elastic modulus and energy absorption capacity after exposure to the elevated temperatures. Steel fibers approximately doubled the energy absorption capacity of the unheated concrete. They were effective in minimizing the degradation of compressive strength for the concrete after exposure to the elevated temperatures. The steel-fiber-reinforced concretes also showed the highest energy absorption capacity after the high-temperature exposure, although they suffered a quick loss of this capacity. In comparison, using PP fibers reduced the energy absorption capacity of the concrete after exposure to 800 °C, although it had a minor beneficial effect on the energy absorption capacity of the concrete before heating.
机译:本文提出了高温对混凝土抗压强度应力-应变关系(刚度)和能量吸收能力(韧性)的影响。高性能混凝土(HPC)分为三个系列,分别使用普通的普通硅酸盐水泥(PC),具有和不具有偏高岭土(MK)和硅粉(SF)的单独替代品,具有不同的胶结材料成分。每个系列均包含无纤维的混凝土混合物,以及用钢纤维和聚丙烯(PP)纤维中的一种或两种增强的混凝土混合物。结果表明,暴露于600和800°C后,混凝土混合物平均分别保持其抗压强度的45%和23%。结果还表明,在混凝土暴露于高温后,刚度的损失比抗压强度的损失要快得多,而能量吸收能力的损失则相对较慢。与用SF代替10%的水泥制备的混凝土相比,用MK代替20%的水泥可产生更高的抗压强度,但比韧性较低。在暴露于高温后,MK混凝土的抗压强度,弹性模量和能量吸收能力也显示出更快的损失。钢纤维的能量吸收能力几乎是未加热混凝土的两倍。它们有效地减少了暴露于高温后混凝土抗压强度的降低。钢纤维增强混凝土在高温暴露后也显示出最高的能量吸收能力,尽管它们很快失去了这种能力。相比之下,使用PP纤维会降低暴露于800°C后混凝土的能量吸收能力,尽管它对加热前混凝土的能量吸收能力具有较小的有益影响。

著录项

  • 作者

    Poon CS; Shui ZH; Lam L;

  • 作者单位
  • 年度 2004
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  • 原文格式 PDF
  • 正文语种 eng
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