氯化钡对高延性碱矿渣复合材料力学性能的影响
作者:
作者单位:

1.上海理工大学 环境与建筑学院,上海 200093;2.同济大学 土木工程学院,上海 200092

作者简介:

阚黎黎(1980—),女,云南宣威人,上海理工大学副教授,硕士生导师,博士.E-mail: kanlili@usst.edu.cn

通讯作者:

阚黎黎(1980—),女,云南宣威人,上海理工大学副教授,硕士生导师,博士.E-mail: kanlili@usst.edu.cn

中图分类号:

TU526

基金项目:

上海市自然科学基金资助项目(232R1444000);国家自然科学基金资助项目(51978401,52008151)


Effect of BaCl2 on Mechanical Properties of High Ductile Alkali-Activated Slag-Based Composites
Author:
Affiliation:

1.School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai 200093, China;2.College of Civil Engineering, Tongji University, Shanghai 200092, China

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    摘要:

    通过开展单轴拉伸与抗压力学性能试验,系统探究了BaCl2对高延性碱矿渣复合材料(HDASC)力学性能的影响.结果表明:当BaCl2掺量为3.0%时,HDASC的凝结时间延长至109 min;HDASC的初裂强度、抗拉强度及抗压强度随着BaCl2掺量的增加逐渐降低,尤其是BaCl2掺量为3.0%时,HDASC强度的下降率高达50.0%,但其拉伸应变基本维持在6.24%~9.66%的高延性区间;BaCl2的掺入使得HDASC的水化程度逐渐降低、孔隙数目增多,降低了基体的密实度,削弱了纤维与基体的黏结.

    Abstract:

    By uniaxial tensile and compressive tests, the effects of BaCl2 on the mechanical properties of high ductile alkali-activated slag-based composite (HDASC) were investigated. The results indicate that the addition of BaCl2 with 3.0% content makes the setting time prolongate to 109 min. The increase in BaCl2 content leads to gradual decrease in the initial cracking strength, tensile strength and compressive strength, especially the addition of 3.0% BaCl2 corresponds to a 50.0% decrease ratio, nevertheless, the tensile strain almost maintains the range between 6.24%-9.66%. The microscopic testing results show that the addition of BaCl2 incurs the decrease of hydration reaction degree of HDASC and the increase of pore numbers, thereby reducing the compactness of matrix and weakening the bonding between fibers and matrix.

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阚黎黎,刘能,王飞.氯化钡对高延性碱矿渣复合材料力学性能的影响[J].建筑材料学报,2023,26(12):1303-1309

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  • 收稿日期:2022-12-21
  • 最后修改日期:2023-03-02
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  • 在线发布日期: 2024-01-08
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