Optimization of Mass Concrete Construction Using a Twofold Parallel Genetic Algorithm
This paper presents a solution strategy, based on a parallel Genetic Algorithm (GA), to optimize the construction of massive concrete structures. The optimization process aims at minimizing the construction cost, considering the following design variables: the concrete mixes, the placing temperature...
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doaj-fcae9d48acfe4bb08affd6c07e1ee9342020-11-24T23:26:35ZengMDPI AGApplied Sciences2076-34172018-03-018339910.3390/app8030399app8030399Optimization of Mass Concrete Construction Using a Twofold Parallel Genetic AlgorithmMariane Rita0Eduardo Fairbairn1Fernando Ribeiro2Henrique Andrade3Helio Barbosa4Department of Civil Engineering, The Federal University of Rio de Janeiro (COPPE/UFRJ), Rio de Janeiro 21941-972, RJ, BrazilDepartment of Civil Engineering, The Federal University of Rio de Janeiro (COPPE/UFRJ), Rio de Janeiro 21941-972, RJ, BrazilDepartment of Civil Engineering, The Federal University of Rio de Janeiro (COPPE/UFRJ), Rio de Janeiro 21941-972, RJ, BrazilDepartment of Civil Engineering, The Federal University of Rio de Janeiro (COPPE/UFRJ), Rio de Janeiro 21941-972, RJ, BrazilNational Laboratory of Scientific Computing (LNCC), The Federal University of Juiz de Fora (UFJF), Juiz de Fora 25651-075, MG, BrazilThis paper presents a solution strategy, based on a parallel Genetic Algorithm (GA), to optimize the construction of massive concrete structures. The optimization process aims at minimizing the construction cost, considering the following design variables: the concrete mixes, the placing temperature, the height of the lifts, and the time intervals between placing the lifts. The cracking tendency is taken into account by a penalty scheme imposed to the fitness function of the GA. A thermo-chemo-mechanical model is used to calculate the transient fields of hydration, temperature, stress, strain, and cracking tendency. This model is implemented in a finite element code that is, in turn, parallelized. To demonstrate the efficiency of the proposed methodology, the simulation of the construction of a structure similar to the real thick foundation of an industrial building is presented. It shows that the optimization procedure here presented is feasible and is ready to be used in real engineering applications.http://www.mdpi.com/2076-3417/8/3/399optimizationparallel Genetic Algorithmnumerical modelingmass concretethermo-chemo-mechanical model |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Mariane Rita Eduardo Fairbairn Fernando Ribeiro Henrique Andrade Helio Barbosa |
spellingShingle |
Mariane Rita Eduardo Fairbairn Fernando Ribeiro Henrique Andrade Helio Barbosa Optimization of Mass Concrete Construction Using a Twofold Parallel Genetic Algorithm Applied Sciences optimization parallel Genetic Algorithm numerical modeling mass concrete thermo-chemo-mechanical model |
author_facet |
Mariane Rita Eduardo Fairbairn Fernando Ribeiro Henrique Andrade Helio Barbosa |
author_sort |
Mariane Rita |
title |
Optimization of Mass Concrete Construction Using a Twofold Parallel Genetic Algorithm |
title_short |
Optimization of Mass Concrete Construction Using a Twofold Parallel Genetic Algorithm |
title_full |
Optimization of Mass Concrete Construction Using a Twofold Parallel Genetic Algorithm |
title_fullStr |
Optimization of Mass Concrete Construction Using a Twofold Parallel Genetic Algorithm |
title_full_unstemmed |
Optimization of Mass Concrete Construction Using a Twofold Parallel Genetic Algorithm |
title_sort |
optimization of mass concrete construction using a twofold parallel genetic algorithm |
publisher |
MDPI AG |
series |
Applied Sciences |
issn |
2076-3417 |
publishDate |
2018-03-01 |
description |
This paper presents a solution strategy, based on a parallel Genetic Algorithm (GA), to optimize the construction of massive concrete structures. The optimization process aims at minimizing the construction cost, considering the following design variables: the concrete mixes, the placing temperature, the height of the lifts, and the time intervals between placing the lifts. The cracking tendency is taken into account by a penalty scheme imposed to the fitness function of the GA. A thermo-chemo-mechanical model is used to calculate the transient fields of hydration, temperature, stress, strain, and cracking tendency. This model is implemented in a finite element code that is, in turn, parallelized. To demonstrate the efficiency of the proposed methodology, the simulation of the construction of a structure similar to the real thick foundation of an industrial building is presented. It shows that the optimization procedure here presented is feasible and is ready to be used in real engineering applications. |
topic |
optimization parallel Genetic Algorithm numerical modeling mass concrete thermo-chemo-mechanical model |
url |
http://www.mdpi.com/2076-3417/8/3/399 |
work_keys_str_mv |
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