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contributor authorJian Cao
contributor authorYuanfeng Wang
contributor authorKeping Li
contributor authorYishuo Ma
date accessioned2017-05-08T21:55:48Z
date available2017-05-08T21:55:48Z
date copyrightJune 2012
date issued2012
identifier other%28asce%29mt%2E1943-5533%2E0000473.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66811
description abstractThe diffusion of chloride ions is one of the main factors that arouses steel corrosion in concrete. In this paper, a two-dimension cellular automaton (CA) model was developed to simulate the diffusion process of chloride ions in concrete. The evolution rules of the proposed CA model were validated by comparing with the Fick’s second laws (FSL), and the distinctions between the CA model and the FSL were discussed pertaining to calculation methods and substantive characteristics of chloride ion penetration in concrete. Further, an improved CA model is proposed, called the JPCA model, which considers the jump probabilities of chloride ions varying with diffusion times and depths. The numerical simulations demonstrate that the computation results on the basis of the JPCA model are closer to the experimental data than those derived from the FSL. The JPCA model proposed in this paper provides a new way to study concrete suffering from chloride ion penetration.
publisherAmerican Society of Civil Engineers
titleModeling the Diffusion of Chloride Ion in Concrete Using Cellular Automaton
typeJournal Paper
journal volume24
journal issue6
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000440
treeJournal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 006
contenttypeFulltext


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