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Forecasting Strength of CFRP Confined Concrete Using Multi Expression Programming

This study provides the application of a machine learning-based algorithm approach names “Multi Expression Programming” (MEP) to forecast the compressive strength of carbon fiber-reinforced polymer (CFRP) confined concrete. The suggested computational Multiphysics model is based on previously report...

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Autores principales: Ilyas, Israr, Zafar, Adeel, Javed, Muhammad Faisal, Farooq, Furqan, Aslam, Fahid, Musarat, Muhammad Ali, Vatin, Nikolai Ivanovich
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8658637/
https://www.ncbi.nlm.nih.gov/pubmed/34885289
http://dx.doi.org/10.3390/ma14237134
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author Ilyas, Israr
Zafar, Adeel
Javed, Muhammad Faisal
Farooq, Furqan
Aslam, Fahid
Musarat, Muhammad Ali
Vatin, Nikolai Ivanovich
author_facet Ilyas, Israr
Zafar, Adeel
Javed, Muhammad Faisal
Farooq, Furqan
Aslam, Fahid
Musarat, Muhammad Ali
Vatin, Nikolai Ivanovich
author_sort Ilyas, Israr
collection PubMed
description This study provides the application of a machine learning-based algorithm approach names “Multi Expression Programming” (MEP) to forecast the compressive strength of carbon fiber-reinforced polymer (CFRP) confined concrete. The suggested computational Multiphysics model is based on previously reported experimental results. However, critical parameters comprise both the geometrical and mechanical properties, including the height and diameter of the specimen, the modulus of elasticity of CFRP, unconfined strength of concrete, and CFRP overall layer thickness. A detailed statistical analysis is done to evaluate the model performance. Then the validation of the soft computational model is made by drawing a comparison with experimental results and other external validation criteria. Moreover, the results and predictions of the presented soft computing model are verified by incorporating a parametric analysis, and the reliability of the model is compared with available models in the literature by an experimental versus theoretical comparison. Based on the findings, the valuation and performance of the proposed model is assessed with other strength models provided in the literature using the collated database. Thus the proposed model outperformed other existing models in term of accuracy and predictability. Both parametric and statistical analysis demonstrate that the proposed model is well trained to efficiently forecast strength of CFRP wrapped structural members. The presented study will promote its utilization in rehabilitation and retrofitting and contribute towards sustainable construction material.
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spelling pubmed-86586372021-12-10 Forecasting Strength of CFRP Confined Concrete Using Multi Expression Programming Ilyas, Israr Zafar, Adeel Javed, Muhammad Faisal Farooq, Furqan Aslam, Fahid Musarat, Muhammad Ali Vatin, Nikolai Ivanovich Materials (Basel) Article This study provides the application of a machine learning-based algorithm approach names “Multi Expression Programming” (MEP) to forecast the compressive strength of carbon fiber-reinforced polymer (CFRP) confined concrete. The suggested computational Multiphysics model is based on previously reported experimental results. However, critical parameters comprise both the geometrical and mechanical properties, including the height and diameter of the specimen, the modulus of elasticity of CFRP, unconfined strength of concrete, and CFRP overall layer thickness. A detailed statistical analysis is done to evaluate the model performance. Then the validation of the soft computational model is made by drawing a comparison with experimental results and other external validation criteria. Moreover, the results and predictions of the presented soft computing model are verified by incorporating a parametric analysis, and the reliability of the model is compared with available models in the literature by an experimental versus theoretical comparison. Based on the findings, the valuation and performance of the proposed model is assessed with other strength models provided in the literature using the collated database. Thus the proposed model outperformed other existing models in term of accuracy and predictability. Both parametric and statistical analysis demonstrate that the proposed model is well trained to efficiently forecast strength of CFRP wrapped structural members. The presented study will promote its utilization in rehabilitation and retrofitting and contribute towards sustainable construction material. MDPI 2021-11-24 /pmc/articles/PMC8658637/ /pubmed/34885289 http://dx.doi.org/10.3390/ma14237134 Text en © 2021 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Ilyas, Israr
Zafar, Adeel
Javed, Muhammad Faisal
Farooq, Furqan
Aslam, Fahid
Musarat, Muhammad Ali
Vatin, Nikolai Ivanovich
Forecasting Strength of CFRP Confined Concrete Using Multi Expression Programming
title Forecasting Strength of CFRP Confined Concrete Using Multi Expression Programming
title_full Forecasting Strength of CFRP Confined Concrete Using Multi Expression Programming
title_fullStr Forecasting Strength of CFRP Confined Concrete Using Multi Expression Programming
title_full_unstemmed Forecasting Strength of CFRP Confined Concrete Using Multi Expression Programming
title_short Forecasting Strength of CFRP Confined Concrete Using Multi Expression Programming
title_sort forecasting strength of cfrp confined concrete using multi expression programming
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8658637/
https://www.ncbi.nlm.nih.gov/pubmed/34885289
http://dx.doi.org/10.3390/ma14237134
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