Prediction of the load-shortening curve of CFST columns using ANN-based models

被引:34
|
作者
Zarringol, Mohammadreza [1 ]
Thai, Huu-Tai [2 ]
机构
[1] La Trobe Univ, Sch Engn & Math Sci, Bundoora, Vic 3086, Australia
[2] Univ Melbourne, Dept Infrastruct Engn, Parkville, Vic 3010, Australia
来源
JOURNAL OF BUILDING ENGINEERING | 2022年 / 51卷
关键词
Artificial neural network; Graphical user interface; Concrete-filled steel tube column; Load-deflection curve; FEM simulation; STEEL STUB COLUMNS; EXPERIMENTAL BEHAVIOR; TUBE COLUMNS; CFT COLUMNS; CONCRETE; STRENGTH; PERFORMANCE; TESTS;
D O I
10.1016/j.jobe.2022.104279
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Artificial neural network (ANN) as a machine learning (ML) technique has been successfully applied in engineering applications such as structural dynamics and structural design. It has also received considerable attention for the design of concrete-filled steel tube (CFST) columns. However, the application of ANN method to CFST columns is mainly restricted to the prediction of the ultimate strength. In this paper, a novel approach to predict and plot the complete axial load-shortening curve of concentrically loaded rectangular and circular CFST columns using ANN method is presented. To train the networks, a database including 392 test results of rectangular and circular CFST columns with their corresponding data points of the load-deflection curves is compiled. In addition, 1152 finite element models (FEMs) are generated and analysed using ABAQUS to expand the training data and address data gaps in the experimental database. The validity of the developed FEMs is verified by experimental data. Based on the trained ANN models, a MATLAB-based graphical user interface (GUI) is also developed to provide a convenient tool for users to predict and plot the axial load-shortening response of rectangular and circular CFST columns. Using the developed GUI, a parametric study is also conducted to verify the accuracy of the ANN models in predicting the behaviour of CFST columns fabricated with different geometric and material properties. The results show that the developed ANN models can accurately predict the load-deflection response of CFST columns.
引用
收藏
页数:19
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