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An evolutionary approach to modelling concrete degradation due to sulphuric acid attack
Affiliation:1. Faculty of Information Engineering, Guangdong University of Technology, Guangzhou 510006, China;2. Department of Electronic and Information Engineering, The Hong Kong Polytechnic University, Hong Kong, China;3. Department of Electronic Engineering, Division of Engineering, King''s College London, Strand, London WC2R 2LS, United Kingdom
Abstract: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.
Keywords:Evolutionary polynomial regression  Optimisation  Hybrid techniques  Sulphuric acid attack  Corrosion  Sewer pipes
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