Numerical Evaluation of the Upright Columns with Partial Reinforcement along with the Utilisation of Neural Networks with Combining Feature-Selection Method to Predict the Load and Displacement

This study evaluated the axial capacity of cold-formed racking upright sections strengthened with an innovative reinforcement method by finite element modelling and artificial intelligence techniques. At the first stage, several specimens with different lengths, thicknesses and reinforcement spacing...

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Autores principales: Ehsan Taheri, Peyman Mehrabi, Shervin Rafiei, Bijan Samali
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Lenguaje:EN
Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:10431878d66c456d9b38580340031a5b2021-11-25T16:43:27ZNumerical Evaluation of the Upright Columns with Partial Reinforcement along with the Utilisation of Neural Networks with Combining Feature-Selection Method to Predict the Load and Displacement10.3390/app1122110562076-3417https://doaj.org/article/10431878d66c456d9b38580340031a5b2021-11-01T00:00:00Zhttps://www.mdpi.com/2076-3417/11/22/11056https://doaj.org/toc/2076-3417This study evaluated the axial capacity of cold-formed racking upright sections strengthened with an innovative reinforcement method by finite element modelling and artificial intelligence techniques. At the first stage, several specimens with different lengths, thicknesses and reinforcement spacings were modelled in ABAQUS. The finite element method (FEM) was employed to increase the available datasets and evaluate the proposed reinforcement method in different geometrical types of sections. The most influential factors on the axial strength were investigated using a feature-selection (FS) method within a multi-layer perceptron (MLP) algorithm. The MLP algorithm was developed by particle swarm optimization (PSO) and FEM results as input. In terms of accuracy evaluation, some of the rolling criteria including results showed that geometrical parameters have almost the same contribution in compression capacity and displacement of the specimens. According to the performance evaluation indexes, the best model was detected and specified in the paper and optimised by tuning other parameters of the algorithm. As a result, the normalised ultimate load and displacement were predicted successfully.Ehsan TaheriPeyman MehrabiShervin RafieiBijan SamaliMDPI AGarticleartificial intelligencefinite element methodcold-formedrack uprightfeature-selection methodmulti-layer perceptronTechnologyTEngineering (General). Civil engineering (General)TA1-2040Biology (General)QH301-705.5PhysicsQC1-999ChemistryQD1-999ENApplied Sciences, Vol 11, Iss 11056, p 11056 (2021)
institution DOAJ
collection DOAJ
language EN
topic artificial intelligence
finite element method
cold-formed
rack upright
feature-selection method
multi-layer perceptron
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
spellingShingle artificial intelligence
finite element method
cold-formed
rack upright
feature-selection method
multi-layer perceptron
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
Ehsan Taheri
Peyman Mehrabi
Shervin Rafiei
Bijan Samali
Numerical Evaluation of the Upright Columns with Partial Reinforcement along with the Utilisation of Neural Networks with Combining Feature-Selection Method to Predict the Load and Displacement
description This study evaluated the axial capacity of cold-formed racking upright sections strengthened with an innovative reinforcement method by finite element modelling and artificial intelligence techniques. At the first stage, several specimens with different lengths, thicknesses and reinforcement spacings were modelled in ABAQUS. The finite element method (FEM) was employed to increase the available datasets and evaluate the proposed reinforcement method in different geometrical types of sections. The most influential factors on the axial strength were investigated using a feature-selection (FS) method within a multi-layer perceptron (MLP) algorithm. The MLP algorithm was developed by particle swarm optimization (PSO) and FEM results as input. In terms of accuracy evaluation, some of the rolling criteria including results showed that geometrical parameters have almost the same contribution in compression capacity and displacement of the specimens. According to the performance evaluation indexes, the best model was detected and specified in the paper and optimised by tuning other parameters of the algorithm. As a result, the normalised ultimate load and displacement were predicted successfully.
format article
author Ehsan Taheri
Peyman Mehrabi
Shervin Rafiei
Bijan Samali
author_facet Ehsan Taheri
Peyman Mehrabi
Shervin Rafiei
Bijan Samali
author_sort Ehsan Taheri
title Numerical Evaluation of the Upright Columns with Partial Reinforcement along with the Utilisation of Neural Networks with Combining Feature-Selection Method to Predict the Load and Displacement
title_short Numerical Evaluation of the Upright Columns with Partial Reinforcement along with the Utilisation of Neural Networks with Combining Feature-Selection Method to Predict the Load and Displacement
title_full Numerical Evaluation of the Upright Columns with Partial Reinforcement along with the Utilisation of Neural Networks with Combining Feature-Selection Method to Predict the Load and Displacement
title_fullStr Numerical Evaluation of the Upright Columns with Partial Reinforcement along with the Utilisation of Neural Networks with Combining Feature-Selection Method to Predict the Load and Displacement
title_full_unstemmed Numerical Evaluation of the Upright Columns with Partial Reinforcement along with the Utilisation of Neural Networks with Combining Feature-Selection Method to Predict the Load and Displacement
title_sort numerical evaluation of the upright columns with partial reinforcement along with the utilisation of neural networks with combining feature-selection method to predict the load and displacement
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/10431878d66c456d9b38580340031a5b
work_keys_str_mv AT ehsantaheri numericalevaluationoftheuprightcolumnswithpartialreinforcementalongwiththeutilisationofneuralnetworkswithcombiningfeatureselectionmethodtopredicttheloadanddisplacement
AT peymanmehrabi numericalevaluationoftheuprightcolumnswithpartialreinforcementalongwiththeutilisationofneuralnetworkswithcombiningfeatureselectionmethodtopredicttheloadanddisplacement
AT shervinrafiei numericalevaluationoftheuprightcolumnswithpartialreinforcementalongwiththeutilisationofneuralnetworkswithcombiningfeatureselectionmethodtopredicttheloadanddisplacement
AT bijansamali numericalevaluationoftheuprightcolumnswithpartialreinforcementalongwiththeutilisationofneuralnetworkswithcombiningfeatureselectionmethodtopredicttheloadanddisplacement
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