Model analysis of the transportation of chloride into concrete under dry-wet cyclic conditions

IF 0.6 Q4 AUTOMATION & CONTROL SYSTEMS International Journal of Modelling Identification and Control Pub Date : 2009-07-15 DOI:10.1504/IJMIC.2009.027073
Dong Rong-zhen, Wei Jun, Yu Jing
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引用次数: 1

Abstract

The dry-wet cyclic experimental method is designed to imitate the reinforced concrete corrosion in the natural environment. The polynomial model of chloride ions transporting inside the concrete is discussed and its numerical calculation is analysed through the reasonable differencing scheme, and the stability of the differencing scheme is discussed accordingly. The chloride concentration distribution in concrete can be obtained respectively by the chemistry titration method and calculated using the above model by selecting the parameters according to the concrete material property and the stability of differencing scheme. The statistical characteristic analysis and the relativity of the calculated value and the tested value both verify the accuracy of the model.
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干湿循环条件下氯离子在混凝土中的运移模型分析
设计了干湿循环试验方法,模拟钢筋混凝土在自然环境中的腐蚀。讨论了氯离子在混凝土内部传输的多项式模型,并通过合理的差分格式对其数值计算进行了分析,并对差分格式的稳定性进行了讨论。根据混凝土材料特性和差分方案的稳定性选择参数,分别用化学滴定法得到混凝土中氯离子浓度的分布,并利用上述模型进行计算。统计特性分析和计算值与试验值的相关性都验证了模型的准确性。
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来源期刊
CiteScore
1.70
自引率
57.10%
发文量
52
期刊介绍: Most of the research and experiments in the fields of science, engineering, and social studies have spent significant efforts to find rules from various complicated phenomena by observations, recorded data, logic derivations, and so on. The rules are normally summarised as concise and quantitative expressions or “models". “Identification" provides mechanisms to establish the models and “control" provides mechanisms to improve the system (represented by its model) performance. IJMIC is set up to reflect the relevant generic studies in this area.
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