Buckling Prediction in Steel Columns: Unveiling Insights with Artificial Neural Networks

The buckling of steel columns is a critical concern in structural engineering design and analysis. Accurate prediction of buckling behavior is necessary for ensuring the integrity and safety of steel structures. Buckling phenomena in steel columns present a challenging and intricate issue within th...

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Main Authors: Hakim, S. J. S, Paknahad, M., Kamarudin, A. F., Ravanfar, S. A., Mokhatar, S. N.
Format: Article
Language:en
Published: 2023
Subjects:
Online Access:http://eprints.uthm.edu.my/10618/1/J16609_cf75a0ea73613817acbed02dd027abc4.pdf
http://eprints.uthm.edu.my/10618/
https://doi.org/10.14445/22315381/IJETT-V71I9P228
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author Hakim, S. J. S
Paknahad, M.
Kamarudin, A. F.
Ravanfar, S. A.
Mokhatar, S. N.
author_facet Hakim, S. J. S
Paknahad, M.
Kamarudin, A. F.
Ravanfar, S. A.
Mokhatar, S. N.
author_sort Hakim, S. J. S
building UTHM Library
collection Institutional Repository
content_provider Universiti Tun Hussein Onn Malaysia
content_source UTHM Institutional Repository
continent Asia
country Malaysia
description The buckling of steel columns is a critical concern in structural engineering design and analysis. Accurate prediction of buckling behavior is necessary for ensuring the integrity and safety of steel structures. Buckling phenomena in steel columns present a challenging and intricate issue within the realm of structural engineering. In the past few years, diverse Artificial Intelligence (AI) techniques have been employed to address complex problems in structural engineering. Artificial neural networks (ANNs) encompass a category within the field of AI that can learn complex patterns and relationships from datasets. This article endeavors to predict the buckling load in steel columns, addressing it as a complex problem in structural engineering. By training an ANN on a dataset that includes information about the parameters affecting buckling, such as column dimensions, material properties, and load conditions, it is possible to develop a predictive model. In this research, the behavior of steel columns under various loading conditions using Finite Element (FE) is simulated, a large amount of data for training ANNs have been generated, and multiple ANNs are trained using various architectures and training algorithms. The performance of trained ANNs is evaluated using statistical parameters such as Mean Squared Error (MSE) and coefficient of correlation (R2 ). The results show that ANNs are well-suited for predicting complex and nonlinear problems such as buckling load in steel columns. The paper also discusses the importance of proper training and validation procedures and the challenges associated with extrapolation beyond the trained data range.
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spelling my.uthm.eprints-106182024-01-15T07:30:42Z http://eprints.uthm.edu.my/10618/ Buckling Prediction in Steel Columns: Unveiling Insights with Artificial Neural Networks Hakim, S. J. S Paknahad, M. Kamarudin, A. F. Ravanfar, S. A. Mokhatar, S. N. T Technology (General) The buckling of steel columns is a critical concern in structural engineering design and analysis. Accurate prediction of buckling behavior is necessary for ensuring the integrity and safety of steel structures. Buckling phenomena in steel columns present a challenging and intricate issue within the realm of structural engineering. In the past few years, diverse Artificial Intelligence (AI) techniques have been employed to address complex problems in structural engineering. Artificial neural networks (ANNs) encompass a category within the field of AI that can learn complex patterns and relationships from datasets. This article endeavors to predict the buckling load in steel columns, addressing it as a complex problem in structural engineering. By training an ANN on a dataset that includes information about the parameters affecting buckling, such as column dimensions, material properties, and load conditions, it is possible to develop a predictive model. In this research, the behavior of steel columns under various loading conditions using Finite Element (FE) is simulated, a large amount of data for training ANNs have been generated, and multiple ANNs are trained using various architectures and training algorithms. The performance of trained ANNs is evaluated using statistical parameters such as Mean Squared Error (MSE) and coefficient of correlation (R2 ). The results show that ANNs are well-suited for predicting complex and nonlinear problems such as buckling load in steel columns. The paper also discusses the importance of proper training and validation procedures and the challenges associated with extrapolation beyond the trained data range. 2023 Article PeerReviewed text en http://eprints.uthm.edu.my/10618/1/J16609_cf75a0ea73613817acbed02dd027abc4.pdf Hakim, S. J. S and Paknahad, M. and Kamarudin, A. F. and Ravanfar, S. A. and Mokhatar, S. N. (2023) Buckling Prediction in Steel Columns: Unveiling Insights with Artificial Neural Networks. International Journal of Engineering Trends and Technology, 71 (9). pp. 322-330. ISSN 2231–5381 https://doi.org/10.14445/22315381/IJETT-V71I9P228
spellingShingle T Technology (General)
Hakim, S. J. S
Paknahad, M.
Kamarudin, A. F.
Ravanfar, S. A.
Mokhatar, S. N.
Buckling Prediction in Steel Columns: Unveiling Insights with Artificial Neural Networks
title Buckling Prediction in Steel Columns: Unveiling Insights with Artificial Neural Networks
title_full Buckling Prediction in Steel Columns: Unveiling Insights with Artificial Neural Networks
title_fullStr Buckling Prediction in Steel Columns: Unveiling Insights with Artificial Neural Networks
title_full_unstemmed Buckling Prediction in Steel Columns: Unveiling Insights with Artificial Neural Networks
title_short Buckling Prediction in Steel Columns: Unveiling Insights with Artificial Neural Networks
title_sort buckling prediction in steel columns: unveiling insights with artificial neural networks
topic T Technology (General)
url http://eprints.uthm.edu.my/10618/1/J16609_cf75a0ea73613817acbed02dd027abc4.pdf
http://eprints.uthm.edu.my/10618/
https://doi.org/10.14445/22315381/IJETT-V71I9P228
url_provider http://eprints.uthm.edu.my/