Predicting the ultimate axial capacity of uniaxially loaded cfst columns using multiphysics artificial intelligence

The object of this research is concrete-filled steel tubes (CFST). The article aimed to develop a prediction Multiphysics model for the circular CFST column by using the Artificial Neural Network (ANN), the Adaptive Neuro-Fuzzy Inference System (ANFIS) and the Gene Expression Program (GEP). The data...

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Main Authors: Khan, S., Khan, M.A., Zafar, A., Javed, M.F., Aslam, F., Musarat, M.A., Vatin, N.I.
Format: Article
Published: MDPI 2022
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85121715454&doi=10.3390%2fma15010039&partnerID=40&md5=fa579baf45c28583aa70785da293bd1b
http://eprints.utp.edu.my/28911/
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spelling my.utp.eprints.289112022-03-16T08:42:54Z Predicting the ultimate axial capacity of uniaxially loaded cfst columns using multiphysics artificial intelligence Khan, S. Khan, M.A. Zafar, A. Javed, M.F. Aslam, F. Musarat, M.A. Vatin, N.I. The object of this research is concrete-filled steel tubes (CFST). The article aimed to develop a prediction Multiphysics model for the circular CFST column by using the Artificial Neural Network (ANN), the Adaptive Neuro-Fuzzy Inference System (ANFIS) and the Gene Expression Program (GEP). The database for this study contains 1667 datapoints in which 702 are short CFST columns and 965 are long CFST columns. The input parameters are the geometric dimensions of the structural elements of the column and the mechanical properties of materials. The target parameters are the bearing capacity of columns, which determines their life cycle. A Multiphysics model was developed, and various statistical checks were applied using the three artificial intelligence techniques mentioned above. Parametric and sensitivity analyses were also performed on both short and long GEP models. The overall performance of the GEP model was better than the ANN and ANFIS models, and the prediction values of the GEP model were near actual values. The PI of the predicted Nst by GEP, ANN and ANFIS for training are 0.0416, 0.1423, and 0.1016, respectively, and for Nlg these values are 0.1169, 0.2990 and 0.1542, respectively. Corresponding OF values are 0.2300, 0.1200, and 0.090 for Nst, and 0.1000, 0.2700, and 0.1500 for Nlg . The superiority of the GEP method to the other techniques can be seen from the fact that the GEP technique provides suitable connections based on practical experimental work and does not rely on prior solutions. It is concluded that the GEP model can be used to predict the bearing capacity of circular CFST columns to avoid any laborious and time-consuming experimental work. It is also recommended that further research should be performed on the data to develop a prediction equation using other techniques such as Random Forest Regression and Multi Expression Program. © 2021 by the authors. Licensee MDPI, Basel, Switzerland. MDPI 2022 Article NonPeerReviewed https://www.scopus.com/inward/record.uri?eid=2-s2.0-85121715454&doi=10.3390%2fma15010039&partnerID=40&md5=fa579baf45c28583aa70785da293bd1b Khan, S. and Khan, M.A. and Zafar, A. and Javed, M.F. and Aslam, F. and Musarat, M.A. and Vatin, N.I. (2022) Predicting the ultimate axial capacity of uniaxially loaded cfst columns using multiphysics artificial intelligence. Materials, 15 (1). http://eprints.utp.edu.my/28911/
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Institutional Repository
url_provider http://eprints.utp.edu.my/
description The object of this research is concrete-filled steel tubes (CFST). The article aimed to develop a prediction Multiphysics model for the circular CFST column by using the Artificial Neural Network (ANN), the Adaptive Neuro-Fuzzy Inference System (ANFIS) and the Gene Expression Program (GEP). The database for this study contains 1667 datapoints in which 702 are short CFST columns and 965 are long CFST columns. The input parameters are the geometric dimensions of the structural elements of the column and the mechanical properties of materials. The target parameters are the bearing capacity of columns, which determines their life cycle. A Multiphysics model was developed, and various statistical checks were applied using the three artificial intelligence techniques mentioned above. Parametric and sensitivity analyses were also performed on both short and long GEP models. The overall performance of the GEP model was better than the ANN and ANFIS models, and the prediction values of the GEP model were near actual values. The PI of the predicted Nst by GEP, ANN and ANFIS for training are 0.0416, 0.1423, and 0.1016, respectively, and for Nlg these values are 0.1169, 0.2990 and 0.1542, respectively. Corresponding OF values are 0.2300, 0.1200, and 0.090 for Nst, and 0.1000, 0.2700, and 0.1500 for Nlg . The superiority of the GEP method to the other techniques can be seen from the fact that the GEP technique provides suitable connections based on practical experimental work and does not rely on prior solutions. It is concluded that the GEP model can be used to predict the bearing capacity of circular CFST columns to avoid any laborious and time-consuming experimental work. It is also recommended that further research should be performed on the data to develop a prediction equation using other techniques such as Random Forest Regression and Multi Expression Program. © 2021 by the authors. Licensee MDPI, Basel, Switzerland.
format Article
author Khan, S.
Khan, M.A.
Zafar, A.
Javed, M.F.
Aslam, F.
Musarat, M.A.
Vatin, N.I.
spellingShingle Khan, S.
Khan, M.A.
Zafar, A.
Javed, M.F.
Aslam, F.
Musarat, M.A.
Vatin, N.I.
Predicting the ultimate axial capacity of uniaxially loaded cfst columns using multiphysics artificial intelligence
author_facet Khan, S.
Khan, M.A.
Zafar, A.
Javed, M.F.
Aslam, F.
Musarat, M.A.
Vatin, N.I.
author_sort Khan, S.
title Predicting the ultimate axial capacity of uniaxially loaded cfst columns using multiphysics artificial intelligence
title_short Predicting the ultimate axial capacity of uniaxially loaded cfst columns using multiphysics artificial intelligence
title_full Predicting the ultimate axial capacity of uniaxially loaded cfst columns using multiphysics artificial intelligence
title_fullStr Predicting the ultimate axial capacity of uniaxially loaded cfst columns using multiphysics artificial intelligence
title_full_unstemmed Predicting the ultimate axial capacity of uniaxially loaded cfst columns using multiphysics artificial intelligence
title_sort predicting the ultimate axial capacity of uniaxially loaded cfst columns using multiphysics artificial intelligence
publisher MDPI
publishDate 2022
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85121715454&doi=10.3390%2fma15010039&partnerID=40&md5=fa579baf45c28583aa70785da293bd1b
http://eprints.utp.edu.my/28911/
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score 13.18916