GA-based hybrid ANN optimization approach for the prediction of compressive strength of high-volume fly ash concrete mixes

被引:0
作者
Hashmi A.F. [1 ]
Ayaz M. [1 ]
Bilal A. [1 ]
Shariq M. [2 ]
Baqi A. [2 ]
机构
[1] Civil Engineering Section, University Polytechnic, Aligarh Muslim University, Aligarh
[2] Department of Civil Engineering, Aligarh Muslim University, Aligarh
关键词
Artificial neural network; Compressive strength; Fly ash concrete; Genetic algorithm; Optimization;
D O I
10.1007/s42107-022-00557-2
中图分类号
学科分类号
摘要
The present study employs the artificial neural network (ANN) analysis to predict concrete strength containing different fly ash percentages. Based on the parameters such as water-to-binder ratio (w/b), coarse aggregate to the total aggregate ratio (CA/TA), and fly ash content, a Genetic Algorithm (GA) based hybrid ANN optimization model has also been devised. These variables were chosen to effectuate the best fly ash concrete mix in the feasible compressive strength range. A total of 64 concrete mixes were taken by considering the above parameters for strength determination, optimization, and verification through the ANN model. The data obtained experimentally was trained to propose ANN model to determine the strength of concrete for various combinations of w/b, CA/TA, and fly ash content. The data was carefully assessed and analyzed to provide a statistically significant model that may be used to predict the strength of fly ash concrete. The actual values are compared to the ANN-predicted strengths. The measured compressive strength values are quite similar to those derived using the suggested model. Thus, it can be inferred that the model based on ANN analysis is an effective method for predicting the compressive strength of fly ash concrete. © 2022, The Author(s), under exclusive licence to Springer Nature Switzerland AG.
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页码:1115 / 1128
页数:13
相关论文
共 42 条
[1]  
Ahmad S., Alghamdi S.A., A statistical approach to optimizing concrete mixture design, The Scientific World Journal, 1, (2014)
[2]  
Ayaz M., Danish M., Ali M., Bilal A., Hashmi A.F., Derivation of unit hydrograph using genetic algorithm-based optimization model, Modeling Earth Systems and Environment, 8, 4, pp. 5269-5278, (2022)
[3]  
Bilal A., Israil M., Ayaz M., Effect of steel fibres on the torsional behaviour of concrete elements: Unified model using Artificial Neural Networks, Innovative Infrastructure Solutions, 6, 2, pp. 1-20, (2021)
[4]  
Bilodeau A., Malhotra V.M., High-volume fly ash system: Concrete solution for sustainable development, Materials Journal, 97, 1, pp. 41-48, (2000)
[5]  
Dananjayan R.R., Kandasamy P., Andimuthu R., Direct mineral carbonation of coal fly ash for CO<sub>2</sub> sequestration, Journal of Cleaner Production, 20, 112, pp. 4173-4182, (2016)
[6]  
David O.R.R., Factorial experiments in concrete research, American Concrete Institute Journal & Proceedings, 69, 10, (1972)
[7]  
Deb K., Optimization for Engineering Design: Algorithms and Examples, (1995)
[8]  
Dias W.P.S., Pooliyadda S.P., Neural networks for predicting properties of concretes with admixtures, Construction Building Material, 15, pp. 371-379, (2001)
[9]  
Dunstan M.R., Tate C., Procter R., Mccurrich L., Dawson E., Wood S., Brook K., Knight P., Macleod D., Allen A., Llewellin J., Development of high fly ash content concrete, Proceedings of the Institution of Civil Engineers, 78, 2, pp. 413-434, (1985)
[10]  
Ghosh R.S., Proportioning of concrete mixes incorporating fly ash, Canadian Journal of Civil Engineering, 3, 1, pp. 68-82, (1976)