您当前的位置:
首页 >
文章列表页 >
Chloride ion resistance of multi-scale fiber reinforced cementitious composites
Civil Engineering | 更新时间:2024-05-22
    • Chloride ion resistance of multi-scale fiber reinforced cementitious composites

    • In the field of building materials, researchers analyzed the effects of different fiber scales, dosages, and composite ratios on the chloride ion penetration resistance and basic mechanical properties of cement-based materials through electrical flux tests, electron microscopy scanning observations, and basic mechanical performance tests. The results show that the resistance to chloride ion penetration of multi fiber composite reinforced cement-based materials is significantly better than that of single fiber reinforced cement-based materials, and the compressive strength is roughly inversely proportional to the depth of chloride ion erosion and electrical flux. In addition, researchers have established a calculation model for the depth of chloride ion erosion, providing a solution for evaluating the resistance to chloride ion penetration and erosion performance of multi fiber composite reinforced cement-based materials.
    • Journal of Civil and Environmental Engineering   Vol. 46, Issue 3, Pages: 198-206(2024)
    • DOI:10.11835/j.issn.2096-6717.2022.062    

      CLC: TU528.572
    • Received:31 March 2022

      Published:25 June 2024

    移动端阅览

  • ZHANG Qin,XIE Yuxuan,GU Renjie,et al.Chloride ion resistance of multi-scale fiber reinforced cementitious composites[J].Journal of Civil and Environmental Engineering,2024,46(03):198-206. DOI: 10.11835/j.issn.2096-6717.2022.062.

  •  
  •  

0

Views

7

下载量

0

CSCD

Alert me when the article has been cited
提交
Tools
Download
Export Citation
Share
Add to favorites
Add to my album

Related Articles

Research on preparation and thermal activation effect of geopolymers based on burnt coal cinder
Compressive strength of 3D printed steel fiber reinforced cementitious materials with different overlapping paths
Experimental study on the effect of microbial consortia-enhanced recycled concrete aggregates on the self-healing performance of concrete cracks
Effect of mechanical grinding on properties of the cementitious materials without clinker for soil solidification
Influence of temperature elevation on residual compressive strength of alkali activated slag concretes

Related Author

LI Mengke
BAO Shenxu
ZHANG Yimin
HUANG Muyang
LIAO Weizhang
HUANG Jiajun
KAN Xiaoyu
YUAN Wanying

Related Institution

State Key Laboratory of Mining and Metallurgy Resources Utilization and Pollution Control for Environmental Protection, Wuhan University of Technology
Hubei Key Laboratory of Mineral Resources Processing and Environment, Wuhan University of Technology
School of Resources and Environmental Engineering, Wuhan University of Technology
Beijing High Precision Innovation Center for Future Urban Design, Beijing University of Civil Engineering and Architecture
Beijing Higher Education Engineering Research Center for Engineering Structures and New Materials, Beijing University of Civil Engineering and Architecture
0