An evolutionary approach to modelling concrete degradation due to sulphuric acid attack

被引:36
作者
Alani, Amir M. [1 ]
Faramarzi, Asaad [1 ]
机构
[1] Univ Greenwich, Sch Engn, Dept Civil Engn, Chatham ME4 4TB, Kent, England
基金
英国工程与自然科学研究理事会;
关键词
Evolutionary polynomial regression; Optimisation; Hybrid techniques; Sulphuric acid attack; Corrosion; Sewer pipes; ARTIFICIAL NEURAL-NETWORKS; SULFIDE BUILDUP; PREDICTION; CORROSION; STRENGTH; BEHAVIOR;
D O I
10.1016/j.asoc.2014.08.044
中图分类号
TP18 [人工智能理论];
学科分类号
081104 ; 0812 ; 0835 ; 1405 ;
摘要
Concrete corrosion due to sulphuric acid attack is known to be one of the main contributory factors for degradation of concrete sewer pipes. This article proposes to use a novel data mining technique, namely, evolutionary polynomial regression (EPR), to predict degradation of concrete subject to sulphuric acid attack. A comprehensive dataset from literature is collected to train and develop an EPR model for this purpose. The results show that the EPR model can successfully predict mass loss of concrete specimens exposed to sulphuric acid. Parametric studies show that the proposed model is capable of representing the degree to which individual contributing parameters can affect the degradation of concrete. The developed EPR model is compared with a model based on artificial neural network (ANN) and the advantageous of the EPR approach over ANN is highlighted. In addition, based on the developed EPR model and using an optimisation technique, the optimum concrete mixture to provide maximum resistance against sulphuric acid attack has been identified. (C) 2014 Elsevier B.V. All rights reserved.
引用
收藏
页码:985 / 993
页数:9
相关论文
共 33 条
[1]   Modelling mechanical behaviour of rubber concrete using evolutionary polynomial regression [J].
Ahangar-Asr, Alireza ;
Faramarzi, Asaad ;
Javadi, Akbar A. ;
Giustolisi, Orazio .
ENGINEERING COMPUTATIONS, 2011, 28 (3-4) :492-507
[2]   A new approach for prediction of the stability of soil and rock slopes [J].
Ahangar-Asr, Alireza ;
Faramarzi, Asaad ;
Javadi, Akbar A. .
ENGINEERING COMPUTATIONS, 2010, 27 (7-8) :878-893
[3]   Prediction of sulphide build-up in filled sewer pipes [J].
Alani, Amir M. ;
Faramarzi, Asaad ;
Mahmoodian, Mojtaba ;
Tee, Kong Fah .
ENVIRONMENTAL TECHNOLOGY, 2014, 35 (14) :1721-1728
[4]  
[Anonymous], THESIS TU BARI ITALY
[5]  
[Anonymous], 2003, Genetic programming IV: routine human-competitive machine intelligence
[6]   Evaluating the strength of intact rocks through genetic programming [J].
Asadi, Mojtaba ;
Eftekhari, Mehdi ;
Bagheripour, Mohammad Hossein .
APPLIED SOFT COMPUTING, 2011, 11 (02) :1932-1937
[7]  
ATTIOGBE EK, 1988, ACI MATER J, V85, P481
[8]  
Beeldens A., 2001, P 5 CANMET ACI INT C, VSP-200, P595
[9]   Using limestone aggregates and different cements for enhancing resistance of concrete to sulphuric acid attack [J].
Chang, ZT ;
Song, XJ ;
Munn, R ;
Marosszeky, M .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (08) :1486-1494
[10]  
Clay Pipe Development Association, 1976, PROBL HYDR SULPH SEW