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混凝土电化学沉积修复孔隙率演化及其近似表征
Approximate Characterization of Porosity Evolution in Concrete Repaired by Electrochemical Deposition

DOI: 10.12677/HJCE.2019.87132, PP. 1133-1142

Keywords: 电化学沉积,混凝土修复,孔隙率,Gauss分布,拟合度
Electrochemical Deposition
, Concrete Repair, Porosity, Gauss Distribution, Degree of Fit

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Abstract:

电化学沉积修复过程影响因素多,同一批试件的修复效果呈现出波动性特征。本文采用多孔混凝土试件模拟损伤试件开展了电化学沉积修复试验,用测量孔隙率等手段表征其修复效果,分别使用Gauss分布、Extreme分布以及Laplace分布拟合修复过程整体超声波概率演化特征,采用贝叶斯信息准则(BIC准则)与拟合优度可决系数(R2)来评价对应拟合度,结果显示,随着修复过程推进,试件整体孔隙率呈下降趋势,但是,同一批试件,在相同的电化学环境设置下,修复效果(孔隙率演化)呈现随机性特征;拟合度评价显示,对比Extreme分布以及Laplace分布,采用Gauss分布更符合修复过程混凝土孔隙率演化的概率表征。
The process of electrochemical deposition restoration is influenced by many factors and even the restoration effect of the same batch of specimens presents a fluctuating feature. In this paper, the porous concrete specimens were used to simulate the damage specimen during the process of electrochemical deposition. To evaluate the repair effects, the porosity of all the specimens were measured. Gauss distribution, Extreme distribution and Laplace distribution were used to fit the evolution of the porosity and Bayesian Information Criterion (BIC criterion) and goodness of fit determination coefficient (R2) were used to evaluate the corresponding goodness of fit. The results showed that the porosity of the specimens decreased with the progress of the restoration process, but the restoration effect (evolution of the porosity) of the same batch of specimens presented random characteristics under the same electrochemical environment setting. The fitting degree showed that compared with the Extreme distribution and Laplace distribution, the Gauss distribution was more consistent with the probabilistic characterization of the concrete porosity evolution in the repair process.

References

[1]  Mehta, P.K. (1997) Durability—Critical Issues for the Future. Concrete International, 19, 1-12.
[2]  Ryu, J.S. and Otsuki, N. (2005) Experimental Study on Repair of Concrete Structural Members by Electrochemical Method. Scripta Materialia, 52, 1123-1127.
https://doi.org/10.1016/j.scriptamat.2005.02.001
[3]  Ryu, J.S. and Otsuki, N. (2002) Crack Closure of Reinforced Concrete by Electro Deposition Technique. Cement and Concrete Research, 32, 159-264.
https://doi.org/10.1016/S0008-8846(01)00650-0
[4]  Chen, Q., Zhu, H.H., Ju, J.W., Jiang, Z.W., Yan, Z.G. and Li, H.X. (2018) Stochastic Micromechanical Predictions for the Effective Properties of Concrete Considering the In-terfacial Transition Zone Effects. International Journal of Damage Mechanics, 27, 1252-1271.
https://doi.org/10.1177/1056789517728501
[5]  Chen, Q., Jiang, Z.W., Yang, Z.H., Zhu, H.H., Ju, J.W., Yan, Z.G. and Wang, Y.Q. (2017) Differential-Scheme Based Micromechanical Framework for Unsaturated Concrete Re-paired by the Electrochemical Deposition Method. Acta Mechanica, 228, 415-431.
https://doi.org/10.1007/s00707-016-1710-6
[6]  Chen, Q., Jiang, Z.W., Zhu, H.H., Ju, J.W. and Yan, Z.G. (2017) Micromechanical Framework for Saturated Concrete Repaired by the Electrochemical Deposition Method with Inter-facial Transition Zone Effects. International Journal of Damage Mechanics, 26, 210-228.
https://doi.org/10.1177/1056789516672163
[7]  Chen, Q., Mousavi Nezhad, M., Fisher, Q. and Zhu, H.H. (2016) Multi-Scale Approach for Modeling the Transversely Isotropic Elastic Properties of Shale Considering Mul-ti-Inclusions and Interfacial Transition Zone. International Journal of Rock Mechanics and Mining Sciences, 84, 95-104.
https://doi.org/10.1016/j.ijrmms.2016.02.007
[8]  Mohankumar, G. (2005) Concrete Repair by Electrodeposition. Indian Concrete Journal, 79, 57-60.
[9]  Monteiro, P. and Ryou, J.S. (2004) Electrodeposition as a Rehabilitation Method for Concrete Materials. Canadian Journal of Civil Enginereing, 31, 776-781.
https://doi.org/10.1139/l04-044
[10]  Zhu, H.H., Chen, Q., Yan, Z.G., Ju, J.W. and Zhou, S. (2014) Microme-chanical Model for Saturated Concrete Repaired by Electrochemical Deposition Method. Materials and Structures, 47, 1067-1082.
https://doi.org/10.1617/s11527-013-0115-4
[11]  Jiang, Z.W., Xing, F., Sun, Z.P. and Wang, P.M. (2008) Healing Effectiveness of Cracks Rehabilitation in Reinforced Concrete Using Electrodeposition Method. Journal of Wuhan University of Technology, 23, 917-922.
https://doi.org/10.1007/s11595-007-6917-x
[12]  Chen, Q., Jiang, Z.W. and Yang, Z.H. (2015) An Experimental Study on the Repair of Deteriorated Concrete by Electrochemical Deposition Method. In: Environmental Sustainability in Transportation Infrastructure, American Society of Civil Engineers, Reston, 87-94.
https://doi.org/10.1061/9780784479285.008
[13]  Kewalramani, G. (2006) Concrete Compressive Strength Pre-diction Using Ultrasonic Pulse Velocity through Artificial Neural Networks. Automation in Construction, 15, 374-379.
https://doi.org/10.1016/j.autcon.2005.07.003
[14]  Braun, H., et al. (1980) A Simple Method for Testing Good-ness of Fit in the Presence of Nuisance Parameters. Journal of the Royal Statistical Society, 42, 53-63.
https://doi.org/10.1111/j.2517-6161.1980.tb01100.x
[15]  Larntz, K. (1978) Small-Sample Comparisons of Exact Levels for Goodness of Fit Statistics. Journal of the American Statistical Association, 73, 253-263.
https://doi.org/10.1080/01621459.1978.10481567
[16]  Constantinopoulos, C., Titsias, M.K. and Likas, A. (2006) Bayesian Feature and Model Selection for Gaussian Mixture Models. IEEE Transactions on Pattern Analysis and Ma-chine Intelligence, 28, 1013-1018.
https://doi.org/10.1109/TPAMI.2006.111

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