期刊
KSCE JOURNAL OF CIVIL ENGINEERING
卷 23, 期 10, 页码 4454-4462出版社
KOREAN SOCIETY OF CIVIL ENGINEERS-KSCE
DOI: 10.1007/s12205-019-0295-8
关键词
recycled aggregate concrete; sustained flexural load; chloride diffusion coefficient; chloride binding capacity; interface transition zone
资金
- National Natural Science Foundation of China [51878546]
- Innovative Talent Promotion Plan of Shaanxi Province [2018KJXX-056]
- Key Research and Development Projects of Shaanxi Province [2018ZDCXL-SF-03-03-02]
In this paper, the invasive behavior of chloride ion has been investigated under the coupling action of wetting-drying cycles and flexural load on recycled aggregate concrete (RAC) beams in sodium chloride solution. The permeation properties of chloride in RAC were studied by analyzing the content, binding capacity and diffusion coefficient of chloride. The priority of interfacial transition zone (ITZ) for chloride transport in RAC was analyzed by energy dispersive spectrometer (EDS). Additionally, the distribution of chloride content in concrete was predicted. The results indicated that the micro-pore structure, initial damage and micro-cracks provide more paths for the diffusion of chloride in the RAC. The binding capacity of chloride diminished with the incorporation of recycled coarse aggregate (RCA) and the exertion of flexural load, which increased the chloride diffusion coefficient. The correctness of Fick's second diffusion law was verified via applying it to the data processing. Furthermore, the convection and diffusion zones had the significant influence on the distribution of chloride.
作者
我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。
推荐
暂无数据