4.7 Article

Carbonation model for fly ash concrete based on artificial neural network: Development and parametric analysis

期刊

CONSTRUCTION AND BUILDING MATERIALS
卷 266, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2020.121050

关键词

Fly ash concrete; Carbonation depth; Artificial intelligence; Artificial neural networks

资金

  1. Brazilian National Council for Scientific and Technological Development [CNPq 141078/2018, CNPq 310564/2018-2]
  2. Coordenacao de Aperfeicoamento de Pessoal de Nivel Superior - Brasil (CAPES) [001]

向作者/读者索取更多资源

The control and prediction of carbonation depth in reinforced concrete structures is crucial for the construction industry, as it directly affects the service life and durability of the structures. An Artificial Neural Network with backpropagation algorithm was used to predict carbonation depth in concretes containing fly ash addition, with 90 different network topologies implemented. The parametric study revealed that cement consumption, fly ash content, CO2 rate, and relative humidity were the parameters most influencing carbonation depth in fly ash-concretes. The optimized model can estimate the lifespan of concrete structures and serve as a simulation tool for engineering projects focusing on durability.
Control and prediction of the carbonation depth in reinforced concrete structures has great relevance for construction industry, since the carbonation process is directly related to the service life and durability of these structures. One challenge in carbonation modelling is to understand the complex relation between the main parameters of the phenomenon. An Artificial Neural Network (ANN) may overcome this challenge, finding solutions to these nonlinear and complex problems. In this study, an ANN with backpropagation algorithm is used in predicting the carbonation depth of concretes that contains fly ash addition. A total of 90 ANN topologies are implemented. It was observed in the training process that networks with two hidden layers are able to generate models with determination coefficient greater than 0.8. One of them is select as the one that best fit the problem. The optimized configuration provided smallest root mean square error associated with the best determination coefficient. Besides, the parametric study shown that the parameters that had most influence on the carbonation depth in fly ash-concretes were the cement consumption, fly ash content, CO2 rate and relative humidity. Besides, results indicate that the model can be applied to estimate the lifespan of concrete structures, and may be used as simulation tool in the development of engineering projects focused on durability. (C) 2020 Elsevier Ltd. All rights reserved.

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