Use of the Gene-Expression Programming Equation and FEM for the High-Strength CFST Columns

The ultimate strength of composite columns is a significant factor for engineers and, therefore, finding a trustworthy and quick method to predict it with a good accuracy is very important. In the previous studies, the gene expression programming (GEP), as a new methodology, was trained and tested f...

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Autores principales: Huanjun Jiang, Ahmed Salih Mohammed, Reza Andasht Kazeroon, Payam Sarir
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Lenguaje:EN
Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:4f7ac22e73914ce49e4b6e219260bf9f2021-11-11T15:24:50ZUse of the Gene-Expression Programming Equation and FEM for the High-Strength CFST Columns10.3390/app1121104682076-3417https://doaj.org/article/4f7ac22e73914ce49e4b6e219260bf9f2021-11-01T00:00:00Zhttps://www.mdpi.com/2076-3417/11/21/10468https://doaj.org/toc/2076-3417The ultimate strength of composite columns is a significant factor for engineers and, therefore, finding a trustworthy and quick method to predict it with a good accuracy is very important. In the previous studies, the gene expression programming (GEP), as a new methodology, was trained and tested for a number of concrete-filled steel tube (CFST) samples and a GEP-based equation was proposed to estimate the ultimate bearing capacity of the CFST columns. In this study, however, the equation is considered to be validated for its results, and to ensure it is clearly capable of predicting the ultimate bearing capacity of the columns with high-strength concrete. Therefore, 32 samples with high-strength concrete were considered and they were modelled using the finite element method (FEM). The ultimate bearing capacity was obtained by FEM, and was compared with the results achieved from the GEP equation, and both were compared to the respective experimental results. It was evident from the results that the majority of values obtained from GEP were closer to the real experimental data than those obtained from FEM. This demonstrates the accuracy of the predictive equation obtained from GEP for these types of CFST column.Huanjun JiangAhmed Salih MohammedReza Andasht KazeroonPayam SarirMDPI AGarticleconfinement of concreteCFST composite columnartificial intelligencegene-expression programminghybrid techniquesfinite element method (FEM)TechnologyTEngineering (General). Civil engineering (General)TA1-2040Biology (General)QH301-705.5PhysicsQC1-999ChemistryQD1-999ENApplied Sciences, Vol 11, Iss 10468, p 10468 (2021)
institution DOAJ
collection DOAJ
language EN
topic confinement of concrete
CFST composite column
artificial intelligence
gene-expression programming
hybrid techniques
finite element method (FEM)
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
spellingShingle confinement of concrete
CFST composite column
artificial intelligence
gene-expression programming
hybrid techniques
finite element method (FEM)
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
Huanjun Jiang
Ahmed Salih Mohammed
Reza Andasht Kazeroon
Payam Sarir
Use of the Gene-Expression Programming Equation and FEM for the High-Strength CFST Columns
description The ultimate strength of composite columns is a significant factor for engineers and, therefore, finding a trustworthy and quick method to predict it with a good accuracy is very important. In the previous studies, the gene expression programming (GEP), as a new methodology, was trained and tested for a number of concrete-filled steel tube (CFST) samples and a GEP-based equation was proposed to estimate the ultimate bearing capacity of the CFST columns. In this study, however, the equation is considered to be validated for its results, and to ensure it is clearly capable of predicting the ultimate bearing capacity of the columns with high-strength concrete. Therefore, 32 samples with high-strength concrete were considered and they were modelled using the finite element method (FEM). The ultimate bearing capacity was obtained by FEM, and was compared with the results achieved from the GEP equation, and both were compared to the respective experimental results. It was evident from the results that the majority of values obtained from GEP were closer to the real experimental data than those obtained from FEM. This demonstrates the accuracy of the predictive equation obtained from GEP for these types of CFST column.
format article
author Huanjun Jiang
Ahmed Salih Mohammed
Reza Andasht Kazeroon
Payam Sarir
author_facet Huanjun Jiang
Ahmed Salih Mohammed
Reza Andasht Kazeroon
Payam Sarir
author_sort Huanjun Jiang
title Use of the Gene-Expression Programming Equation and FEM for the High-Strength CFST Columns
title_short Use of the Gene-Expression Programming Equation and FEM for the High-Strength CFST Columns
title_full Use of the Gene-Expression Programming Equation and FEM for the High-Strength CFST Columns
title_fullStr Use of the Gene-Expression Programming Equation and FEM for the High-Strength CFST Columns
title_full_unstemmed Use of the Gene-Expression Programming Equation and FEM for the High-Strength CFST Columns
title_sort use of the gene-expression programming equation and fem for the high-strength cfst columns
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/4f7ac22e73914ce49e4b6e219260bf9f
work_keys_str_mv AT huanjunjiang useofthegeneexpressionprogrammingequationandfemforthehighstrengthcfstcolumns
AT ahmedsalihmohammed useofthegeneexpressionprogrammingequationandfemforthehighstrengthcfstcolumns
AT rezaandashtkazeroon useofthegeneexpressionprogrammingequationandfemforthehighstrengthcfstcolumns
AT payamsarir useofthegeneexpressionprogrammingequationandfemforthehighstrengthcfstcolumns
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