Optimization of Reinforced Concrete Sections under Compression and Biaxial Bending by Using a Parallel Firefly Algorithm

A simple formulation for the optimal design of reinforced concrete sections under compression and biaxial bending was established in a previous work by the authors. In that work, it was found that the formulation produced satisfactory results when used together with three algorithms that belong to t...

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Main Authors: Gregorio Sánchez-Olivares, Antonio Tomás
Format: Article
Language:English
Published: MDPI AG 2021-02-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/11/5/2076
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spelling doaj-d5efc0e4e7e045d4978c1bb4d55f0f132021-02-27T00:03:17ZengMDPI AGApplied Sciences2076-34172021-02-01112076207610.3390/app11052076Optimization of Reinforced Concrete Sections under Compression and Biaxial Bending by Using a Parallel Firefly AlgorithmGregorio Sánchez-Olivares0Antonio Tomás1Department of Mining and Civil Engineering, Universidad Politécnica de Cartagena (UPCT), Paseo Alfonso XIII, 52, 30203 Cartagena, Murcia, SpainDepartment of Mining and Civil Engineering, Universidad Politécnica de Cartagena (UPCT), Paseo Alfonso XIII, 52, 30203 Cartagena, Murcia, SpainA simple formulation for the optimal design of reinforced concrete sections under compression and biaxial bending was established in a previous work by the authors. In that work, it was found that the formulation produced satisfactory results when used together with three algorithms that belong to the nature-inspired meta-heuristic algorithm group. However, despite the favorable results obtained, the necessary calculation times were extensive in all the cases. In order to solve this problem, the authors implemented a parallel calculation strategy in the algorithm that gave better results in the previous work. It was possible to verify, through two examples, that this strategy reduces calculation times as more processes are used in parallel, and that the adjustments made in the algorithm favor reaching designs close to the global optimum independently of the number of parallel processes adopted.https://www.mdpi.com/2076-3417/11/5/2076Keywords optimizationparallel algorithmmeta-heuristic methodsreinforced concrete sectionsbiaxial loading
collection DOAJ
language English
format Article
sources DOAJ
author Gregorio Sánchez-Olivares
Antonio Tomás
spellingShingle Gregorio Sánchez-Olivares
Antonio Tomás
Optimization of Reinforced Concrete Sections under Compression and Biaxial Bending by Using a Parallel Firefly Algorithm
Applied Sciences
Keywords optimization
parallel algorithm
meta-heuristic methods
reinforced concrete sections
biaxial loading
author_facet Gregorio Sánchez-Olivares
Antonio Tomás
author_sort Gregorio Sánchez-Olivares
title Optimization of Reinforced Concrete Sections under Compression and Biaxial Bending by Using a Parallel Firefly Algorithm
title_short Optimization of Reinforced Concrete Sections under Compression and Biaxial Bending by Using a Parallel Firefly Algorithm
title_full Optimization of Reinforced Concrete Sections under Compression and Biaxial Bending by Using a Parallel Firefly Algorithm
title_fullStr Optimization of Reinforced Concrete Sections under Compression and Biaxial Bending by Using a Parallel Firefly Algorithm
title_full_unstemmed Optimization of Reinforced Concrete Sections under Compression and Biaxial Bending by Using a Parallel Firefly Algorithm
title_sort optimization of reinforced concrete sections under compression and biaxial bending by using a parallel firefly algorithm
publisher MDPI AG
series Applied Sciences
issn 2076-3417
publishDate 2021-02-01
description A simple formulation for the optimal design of reinforced concrete sections under compression and biaxial bending was established in a previous work by the authors. In that work, it was found that the formulation produced satisfactory results when used together with three algorithms that belong to the nature-inspired meta-heuristic algorithm group. However, despite the favorable results obtained, the necessary calculation times were extensive in all the cases. In order to solve this problem, the authors implemented a parallel calculation strategy in the algorithm that gave better results in the previous work. It was possible to verify, through two examples, that this strategy reduces calculation times as more processes are used in parallel, and that the adjustments made in the algorithm favor reaching designs close to the global optimum independently of the number of parallel processes adopted.
topic Keywords optimization
parallel algorithm
meta-heuristic methods
reinforced concrete sections
biaxial loading
url https://www.mdpi.com/2076-3417/11/5/2076
work_keys_str_mv AT gregoriosanchezolivares optimizationofreinforcedconcretesectionsundercompressionandbiaxialbendingbyusingaparallelfireflyalgorithm
AT antoniotomas optimizationofreinforcedconcretesectionsundercompressionandbiaxialbendingbyusingaparallelfireflyalgorithm
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