On the Durability of Sealable Circular Concrete Structures under Chloride Environment
Reinforcement corrosion resulting from chloride attack is one major mechanism that compromises concrete durability. Numerical methods were commonly used for tackling Fick’s diffusion equations. In this paper, we developed a Crank-Nicolson based finite difference scheme suitable for circular concrete...
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doaj-49c92f83ee4644c89df4715ec8cd444c2020-11-24T22:24:05ZengHindawi LimitedAdvances in Materials Science and Engineering1687-84341687-84422015-01-01201510.1155/2015/510845510845On the Durability of Sealable Circular Concrete Structures under Chloride EnvironmentChangwen Mi0Kaikai Shao1Xiaobao Li2Jiangsu Key Laboratory of Engineering Mechanics, Department of Engineering Mechanics, Southeast University, Nanjing, Jiangsu 210096, ChinaJiangsu Key Laboratory of Engineering Mechanics, Department of Engineering Mechanics, Southeast University, Nanjing, Jiangsu 210096, ChinaDepartment of Mechanical Engineering, University of Houston, Houston, TX 77204, USAReinforcement corrosion resulting from chloride attack is one major mechanism that compromises concrete durability. Numerical methods were commonly used for tackling Fick’s diffusion equations. In this paper, we developed a Crank-Nicolson based finite difference scheme suitable for circular concrete structures. Both a time-dependent surface chloride model and diffusivity were considered. The impact of an ideal sealer on chloride redistribution was further investigated. Results suggested that the chloride threshold depth in a concrete structure is greatly affected by the radius of curvature, environment severity, and diffusivity. For sealable concrete structures, both the sealer application timing and location are of great importance.http://dx.doi.org/10.1155/2015/510845 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Changwen Mi Kaikai Shao Xiaobao Li |
spellingShingle |
Changwen Mi Kaikai Shao Xiaobao Li On the Durability of Sealable Circular Concrete Structures under Chloride Environment Advances in Materials Science and Engineering |
author_facet |
Changwen Mi Kaikai Shao Xiaobao Li |
author_sort |
Changwen Mi |
title |
On the Durability of Sealable Circular Concrete Structures under Chloride Environment |
title_short |
On the Durability of Sealable Circular Concrete Structures under Chloride Environment |
title_full |
On the Durability of Sealable Circular Concrete Structures under Chloride Environment |
title_fullStr |
On the Durability of Sealable Circular Concrete Structures under Chloride Environment |
title_full_unstemmed |
On the Durability of Sealable Circular Concrete Structures under Chloride Environment |
title_sort |
on the durability of sealable circular concrete structures under chloride environment |
publisher |
Hindawi Limited |
series |
Advances in Materials Science and Engineering |
issn |
1687-8434 1687-8442 |
publishDate |
2015-01-01 |
description |
Reinforcement corrosion resulting from chloride attack is one major mechanism that compromises concrete durability. Numerical methods were commonly used for tackling Fick’s diffusion equations. In this paper, we developed a Crank-Nicolson based finite difference scheme suitable for circular concrete structures. Both a time-dependent surface chloride model and diffusivity were considered. The impact of an ideal sealer on chloride redistribution was further investigated. Results suggested that the chloride threshold depth in a concrete structure is greatly affected by the radius of curvature, environment severity, and diffusivity. For sealable concrete structures, both the sealer application timing and location are of great importance. |
url |
http://dx.doi.org/10.1155/2015/510845 |
work_keys_str_mv |
AT changwenmi onthedurabilityofsealablecircularconcretestructuresunderchlorideenvironment AT kaikaishao onthedurabilityofsealablecircularconcretestructuresunderchlorideenvironment AT xiaobaoli onthedurabilityofsealablecircularconcretestructuresunderchlorideenvironment |
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1725762320908419072 |