Modeling of Chloride Distribution in Cement-Based Materials with Neumann Boundary Condition
The nonstable transport of chloride in cement-based materials, including diffusion, convection, and chloride binding, is described as a general form of Fick’s law. Inspired by the heat transport of concrete, the second boundary condition called the Neumann boundary condition is considered in the chl...
Main Authors: | , , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2018-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/8085954 |
id |
doaj-art-47d5060ef66f4055ba415da6bd62ae5d |
---|---|
recordtype |
oai_dc |
spelling |
doaj-art-47d5060ef66f4055ba415da6bd62ae5d2018-09-09T09:47:34ZengHindawi LimitedAdvances in Materials Science and Engineering1687-84341687-84422018-01-01201810.1155/2018/80859548085954Modeling of Chloride Distribution in Cement-Based Materials with Neumann Boundary ConditionQi Meng0Yan Zhang1Chun-jin Lin2Lin-hua Jiang3Da Chen4College of Mechanics and Materials, Hohai University, Nanjing, ChinaCollege of Mechanics and Materials, Hohai University, Nanjing, ChinaCollege of Sciences, Hohai University, Nanjing, ChinaCollege of Mechanics and Materials, Hohai University, Nanjing, ChinaCollege of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing, ChinaThe nonstable transport of chloride in cement-based materials, including diffusion, convection, and chloride binding, is described as a general form of Fick’s law. Inspired by the heat transport of concrete, the second boundary condition called the Neumann boundary condition is considered in the chloride transport of concrete. The theoretical deduction of one-dimensional chloride distribution with the Neumann boundary condition is performed, while a virtual boundary is introduced to carry out the approximate treatment. Finally, the comparison between the general Dirichlet boundary condition and the present Neumann boundary condition and the influence of the thickness of the virtual boundary as well as the influence of the water-cement ratio (w/c) are discussed.http://dx.doi.org/10.1155/2018/8085954 |
institution |
Open Data Bank |
collection |
Open Access Journals |
building |
Directory of Open Access Journals |
language |
English |
format |
Article |
author |
Qi Meng Yan Zhang Chun-jin Lin Lin-hua Jiang Da Chen |
spellingShingle |
Qi Meng Yan Zhang Chun-jin Lin Lin-hua Jiang Da Chen Modeling of Chloride Distribution in Cement-Based Materials with Neumann Boundary Condition Advances in Materials Science and Engineering |
author_facet |
Qi Meng Yan Zhang Chun-jin Lin Lin-hua Jiang Da Chen |
author_sort |
Qi Meng |
title |
Modeling of Chloride Distribution in Cement-Based Materials with Neumann Boundary Condition |
title_short |
Modeling of Chloride Distribution in Cement-Based Materials with Neumann Boundary Condition |
title_full |
Modeling of Chloride Distribution in Cement-Based Materials with Neumann Boundary Condition |
title_fullStr |
Modeling of Chloride Distribution in Cement-Based Materials with Neumann Boundary Condition |
title_full_unstemmed |
Modeling of Chloride Distribution in Cement-Based Materials with Neumann Boundary Condition |
title_sort |
modeling of chloride distribution in cement-based materials with neumann boundary condition |
publisher |
Hindawi Limited |
series |
Advances in Materials Science and Engineering |
issn |
1687-8434 1687-8442 |
publishDate |
2018-01-01 |
description |
The nonstable transport of chloride in cement-based materials, including diffusion, convection, and chloride binding, is described as a general form of Fick’s law. Inspired by the heat transport of concrete, the second boundary condition called the Neumann boundary condition is considered in the chloride transport of concrete. The theoretical deduction of one-dimensional chloride distribution with the Neumann boundary condition is performed, while a virtual boundary is introduced to carry out the approximate treatment. Finally, the comparison between the general Dirichlet boundary condition and the present Neumann boundary condition and the influence of the thickness of the virtual boundary as well as the influence of the water-cement ratio (w/c) are discussed. |
url |
http://dx.doi.org/10.1155/2018/8085954 |
_version_ |
1612610294392029184 |