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...

Full description

Bibliographic Details
Main Authors: Mariane Rita, Eduardo Fairbairn, Fernando Ribeiro, Henrique Andrade, Helio Barbosa
Format: Article
Language:English
Published: MDPI AG 2018-03-01
Series:Applied Sciences
Subjects:
Online Access:http://www.mdpi.com/2076-3417/8/3/399
id doaj-fcae9d48acfe4bb08affd6c07e1ee934
record_format Article
spelling 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 AT marianerita optimizationofmassconcreteconstructionusingatwofoldparallelgeneticalgorithm
AT eduardofairbairn optimizationofmassconcreteconstructionusingatwofoldparallelgeneticalgorithm
AT fernandoribeiro optimizationofmassconcreteconstructionusingatwofoldparallelgeneticalgorithm
AT henriqueandrade optimizationofmassconcreteconstructionusingatwofoldparallelgeneticalgorithm
AT heliobarbosa optimizationofmassconcreteconstructionusingatwofoldparallelgeneticalgorithm
_version_ 1725554425192251392