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CaCO3 whisker modified Engineered Cementitious Composite with local ingredients

机译:CaCO3晶须用本地成分改性工程胶凝复合材料

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摘要

This paper aims at developing CaCO3 whisker modified ECC with local ingredients in China. CaCO3 whisker is a kind of micro scale fibrous material (inorganic single crystal) with a diameter of 0.5-2 mu m and an aspect ratio of 20-60. It has a high tensile strength of 3-6 GPa and high elastic modulus of 410-710 GPa. Therefore, CaCO3 whisker can potentially reinforce the ECC materials at microscopic level. In this study, cube compressive and uniaxial tensile tests were conducted to investigate the influence of CaCO3 whisker on ECC's mechanical properties. The experimental results indicated that incorporating CaCO3 whisker can improve compressive strength and tensile strain-hardening behavior(especially tensile strain capacity). When CaCO3 whisker was added at the optimal content of 0.5% by volume of total ECC mixture, the compressive strength of composite increased from 23 MPa to 30 MPa, and the ultimate tensile strength and tensile strain capacity increased by 53% and 114%, respectively. Addition of CaCO3 whisker can also enhance the robustness of ECC mixtures. The coefficient of variation of mechanical properties was found to be reduced by 90% compared to that of the ECC without CaCO3 whisker. In addition, when CaCO3 whisker is added, fly ash content has negligible influence on ultimate tensile strength of the composite, which suggests that the frictional bond strength of fiber/matrix interface is significantly affected by CaCO3 whisker. (C) 2017 Elsevier Ltd. All rights reserved.
机译:本文旨在在中国开发采用当地成分的CaCO3晶须改性ECC。 CaCO 3晶须是一种直径为0.5-2μm,长径比为20-60的微尺度纤维材料(无机单晶)。它具有3-6 GPa的高拉伸强度和410-710 GPa的高弹性模量。因此,CaCO3晶须可以在微观水平上增强ECC材料。在这项研究中,进行了立方压缩和单轴拉伸试验,以研究CaCO3晶须对ECC力学性能的影响。实验结果表明,掺入CaCO3晶须可以改善抗压强度和拉伸应变硬化行为(特别是拉伸应变能力)。当以ECC混合物总量的0.5%的最佳含量添加CaCO3晶须时,复合材料的抗压强度从23 MPa增加到30 MPa,极限抗拉强度和抗拉应变能力分别提高了53%和114%。 。添加CaCO3晶须也可以增强ECC混合物的坚固性。与没有CaCO3晶须的ECC相比,发现机械性能的变化系数降低了90%。另外,当添加CaCO 3晶须时,粉煤灰含量对复合材料的极限拉伸强度的影响可忽略不计,这表明CaCO 3晶须显着影响纤维/基质界面的摩擦结合强度。 (C)2017 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2017年第1期|1-8|共8页
  • 作者单位

    Southeast Univ, Sch Transportat, Sipdilou 2, Nanjing 210096, Jiangsu, Peoples R China;

    Southeast Univ, Civil Engn, Sipailou 2, Nanjing 210096, Jiangsu, Peoples R China;

    Southeast Univ, Sch Transportat, Sipdilou 2, Nanjing 210096, Jiangsu, Peoples R China;

    Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639798, Singapore;

    Southeast Univ, Sch Transportat, Sipdilou 2, Nanjing 210096, Jiangsu, Peoples R China|Univ Michigan, Dept Civil & Environm Engn, 2326 GG Brown Bldg, Ann Arbor, MI 48109 USA;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    CaCO3 whisker; Engineered Cementitious Composite (ECC); Strain hardening behavior; Coefficient of variation;

    机译:碳酸钙晶须;工程水泥基复合材料(ECC);应变硬化行为;变异系数;

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