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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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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