| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 10354009 | Engineering Analysis with Boundary Elements | 2012 | 8 Pages |
Abstract
⺠We develop a numerical model for diffusion problem with time dependent nonlinear coefficients. ⺠Concentration-coupled diffusivity significantly affects chloride diffusion. ⺠Time dependent nonlinear coefficient model is more accurate than the constant coefficient model. ⺠The rate of chloride penetration process in concrete is nonlinear with the exposure period.
Keywords
Related Topics
Physical Sciences and Engineering
Computer Science
Computer Science Applications
Authors
Li Guo, Tang Chen, Xiao-Wei Gao,