首页> 外文期刊>Construction and Building Materials >Properties of low binder ultra-high performance cementitious composites: Comparison of nanosilica and microsilica
【24h】

Properties of low binder ultra-high performance cementitious composites: Comparison of nanosilica and microsilica

机译:低粘合剂超高性能水泥基复合材料的性能:纳米二氧化硅和微二氧化硅的比较

获取原文
获取原文并翻译 | 示例
           

摘要

This paper presents the effect of using binary and ternary blends of nanosilica (NS) and microsilica on the mechanical properties of low binder ultra-high performance cementitious composites (UHPCs). For this, two concrete groups were designed with and without silica fume by weight of cement with a constant water/binder ratio and total binder content. Commercially available NS was used in partial substitution of cement at 0%, 0.5%, 1%, 2% and 3% by weight. The results show that among different NS contents, UHPC containing 2% NS exhibited the best results of compressive strength, splitting tensile strength, modulus of elasticity, flexural strengths, load-displacement behavior and fracture energy at 90 days. The samples of UHPC containing binary cementitious materials (NS and SF) gave better results than concretes containing only NS. Additionally, the effect of 1% NS is almost equal to that 10% of SF. (C) 2015 Elsevier Ltd. All rights reserved.
机译:本文介绍了使用纳米二氧化硅和微二氧化硅的二元和三元共混物对低粘合剂超高性能水泥基复合材料(UHPC)力学性能的影响。为此,设计了两组水泥,其中有和没有硅粉,水泥的重量比是恒定的水/粘合剂比和总粘合剂含量。以重量计0%,0.5%,1%,2%和3%的市售NS用于水泥的部分替代。结果表明,在不同的NS含量中,含2%NS的UHPC在90天时表现出最佳的抗压强度,劈裂抗拉强度,弹性模量,抗弯强度,载荷-位移行为和断裂能。含有二元胶凝材料(NS和SF)的UHPC样品比仅含有NS的混凝土具有更好的结果。另外,NS的1%几乎等于SF的10%。 (C)2015 Elsevier Ltd.保留所有权利。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号