Analytical solution and experimental validation for dual time-dependent chloride diffusion in concrete

被引:29
|
作者
Yang, LuFeng [1 ]
Ma, Qian [2 ]
Yu, Bo [3 ]
机构
[1] Guangxi Univ, China Minist Educ, Key Lab Disaster Prevent & Struct Safety, Nanning 530004, Peoples R China
[2] Guangxi Univ, Sch Civil Engn & Architecture, Nanning 530004, Peoples R China
[3] Guangxi Univ, Key Lab Disaster Prevent & Struct Safety, Guangxi Key Lab Disaster Prevent & Engn Safety, China Minist Educ,Sch Civil Engn & Architecture, Nanning 530004, Peoples R China
基金
中国国家自然科学基金;
关键词
Concrete; Dual time-dependent diffusion; Surface chloride concentration; Chloride diffusion coefficient; Analytical solution; SERVICE LIFE PREDICTION; MARINE-ENVIRONMENT; FLY-ASH; COEFFICIENT; MODELS; PENETRATION; CORROSION; INGRESS; SURFACE;
D O I
10.1016/j.conbuildmat.2017.11.176
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An analytical solution for dual time-dependent chloride diffusion within concrete was developed by taking into account the time-dependent behaviour of both surface chloride concentration and chloride diffusion coefficient. Firstly, the time-varying chloride diffusion coefficient was transformed into a constant one by introducing the equivalent diffusion time. Then an analytical solution for dual time-dependent chloride diffusion within concrete was presented based on the Duhamel's theorem. Finally, the accuracy and applicability of the proposed analytical solution were validated by comparing with field data, existing approximate analytical solutions and numerical results from finite element analysis. Analysis results show that the influence of time-dependent behaviour of chloride diffusion coefficient on the chloride concentration distribution within concrete is much larger than that of surface chloride concentration. Furthermore, the proposed solution is applicable for various kinds of (such as square-root, exponential, logarithmic and power-law, etc.) time-varying models of surface chloride concentration with high accuracy. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:676 / 686
页数:11
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