Improving axial load-carrying capacity prediction of concrete columns reinforced with longitudinal FRP bars using hybrid GA-ANN model

被引:0
作者
Nguyen T.-H. [1 ]
Tran N.-L. [1 ]
Phan V.-T. [1 ]
Nguyen D.-D. [1 ]
机构
[1] Department of Civil Engineering, Vinh University, Vinh
关键词
Axial load-carrying capacity; Concrete column reinforced with FRP bars; Genetic Algorithm-Artificial neural network; Graphical user interface;
D O I
10.1007/s42107-023-00695-1
中图分类号
学科分类号
摘要
This study aims to develop a hybrid machine learning model, so-called Genetic algorithm–Artificial neural network (GA-ANN), for efficiently predicting the axial load-carrying capacity (ALC) of concrete columns reinforced with fiber reinforced polymer (FRP) bars. For that, a set of 280 experimental test data is collected to develop the GA-ANN model. Seven code-based and empirical-based formulas, which were proposed by various design codes and published studies, are also included in comparison with the developed machine learning model. The performance results of GA-ANN are compared with those of seven previous equations. Statistical properties including goodness of fit (R2), root mean squared error (RMSE), and a20 - index are calculated to evaluate the accuracy of those predictive models. The comparisons demonstrate that GA-ANN outperforms other models with very high R2 and a20 - index values (i.e., 0.993 and 0.89, respectively), and a small RMSE (148 kN). Moreover, the influence of input parameters on the predicted ALC is assessed. Finally, an efficient graphical user interface tool is developed to simplify the practical design process of FRP-concrete columns. © 2023, The Author(s), under exclusive licence to Springer Nature Switzerland AG.
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页码:3071 / 3081
页数:10
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共 60 条
  • [1] ACI 440.1 R-15: Guide for the design & construction of structural concrete reinforced with FRP bars, American Concrete Institute, (2015)
  • [2] Afifi M.Z., Mohamed H.M., Benmokrane B., Strength and axial behavior of circular concrete columns reinforced with CFRP bars and spirals, Journal of Composites for Construction, 18, (2014)
  • [3] Ahmed A., Elkatatny S., Ali A., Mahmoud M., Abdulraheem A., New model for pore pressure prediction while drilling using artificial neural networks, Arabian Journal for Science and Engineering, 44, pp. 6079-6088, (2019)
  • [4] AlAjarmeh O., Manalo A., Benmokrane B., Karunasena W., Mendis P., Nguyen K.T., Compressive behavior of axially loaded circular hollow concrete columns reinforced with GFRP bars and spirals, Construction and Building Materials, 194, pp. 12-23, (2019)
  • [5] Bakouregui A.S., Mohamed H.M., Yahia A., Benmokrane B., Explainable extreme gradient boosting tree-based prediction of load-carrying capacity of FRP-RC columns, Engineering Structures, 245, (2021)
  • [6] Bulbul M.A., Harirchian E., Isik M.F., Aghakouchaki Hosseini S.E., Isik E., A hybrid ANN-GA model for an automated rapid vulnerability assessment of existing RC buildings, Applied Sciences, 12, (2022)
  • [7] Cakiroglu C., Islam K., Bekdas G., Kim S., Geem Z.W., Interpretable Machine Learning Algorithms to Predict the Axial Capacity of FRP-Reinforced Concrete Columns, Materials, 15, (2022)
  • [8] Chaabene W.B., Nehdi M.L., Novel soft computing hybrid model for predicting shear strength and failure mode of SFRC beams with superior accuracy, Composites Part C: Open Access, 3, (2020)
  • [9] Choo C.C., Harik I.E., Gesund H., Strength of rectangular concrete columns reinforced with fiber-reinforced polymer bars, ACI Materials Journal, 103, (2006)
  • [10] Chou J.-H., Ghaboussi J., Genetic algorithm in structural damage detection, Computers & Structures, 79, pp. 1335-1353, (2001)