Optimization of reinforced concrete polygonal sections under biaxial bending with axial force.
Autor(a) principal: | |
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Data de Publicação: | 2018 |
Outros Autores: | |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UFOP |
Texto Completo: | http://www.repositorio.ufop.br/handle/123456789/11295 http://dx.doi.org/10.1590/1679-78254252 |
Resumo: | Concrete is the world’s most utilized material for production of the structural elements employed in civil construction. Due to its low tensile strength and brittle nature it is reinforced with steel bars forming the reinforced concrete (RC structure). Linear elements of reinforced concrete are commonly employed in multi-story buildings, bridges, industrial sheds, among others. In this study an optimization algorithm is presented to define the amount of steel and its location within a concrete polygonal section subjected to biaxial bending with axial force, so that the amount of steel would be the minimum needed to resist the soliciting forces. Therefore, the project variables are: location, diameter and number of steel bars to be distributed within the concrete polygonal section. The sequential linear programming method is used to determine the optimized section. In this method, the non-linear problem of determining the resistance forces of the section in relation to the project variables is approximated by a sequence of linear problems, which would have its optimal point defined for each step using the Simplex method. Formulation validation is done through results of examples found in literature, and also by means of analytical solutions of simple problems, such as rectangular sections under axial force and moment in only one axis of symmetry. The results show the efficiency of the algorithm implemented in the optimized determination of the quantity and position of the bars of a given diameter in the polygonal section of reinforced concrete under biaxial bending with axial force. |
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Silva, Amilton Rodrigues daFaria, Flávia Castro de2019-05-14T16:31:18Z2019-05-14T16:31:18Z2018SILVA, A. R. da; FARIA, F. C. de. Optimization of reinforced concrete polygonal sections under biaxial bending with axial force. Latin American Journal of Solids and Structures, v. 15, p. 123, 2018. Disponível em: <http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252018001000500>. Acesso em: 12 fev. 2019.1679-7825http://www.repositorio.ufop.br/handle/123456789/11295http://dx.doi.org/10.1590/1679-78254252Concrete is the world’s most utilized material for production of the structural elements employed in civil construction. Due to its low tensile strength and brittle nature it is reinforced with steel bars forming the reinforced concrete (RC structure). Linear elements of reinforced concrete are commonly employed in multi-story buildings, bridges, industrial sheds, among others. In this study an optimization algorithm is presented to define the amount of steel and its location within a concrete polygonal section subjected to biaxial bending with axial force, so that the amount of steel would be the minimum needed to resist the soliciting forces. Therefore, the project variables are: location, diameter and number of steel bars to be distributed within the concrete polygonal section. The sequential linear programming method is used to determine the optimized section. In this method, the non-linear problem of determining the resistance forces of the section in relation to the project variables is approximated by a sequence of linear problems, which would have its optimal point defined for each step using the Simplex method. Formulation validation is done through results of examples found in literature, and also by means of analytical solutions of simple problems, such as rectangular sections under axial force and moment in only one axis of symmetry. The results show the efficiency of the algorithm implemented in the optimized determination of the quantity and position of the bars of a given diameter in the polygonal section of reinforced concrete under biaxial bending with axial force.O periódico Latin American Journal of Solids and Structures permite o depósito de cópia em repositório institucional. Fonte: Latin American Journal of Solids and Structures <http://www.lajss.org/index.php/LAJSS/about/submissions#copyrightNotice>. Acesso em: 03 ja. 2017.info:eu-repo/semantics/openAccessRC polygonal sectionSequential linear programming methodOptimization of reinforced concrete polygonal sections under biaxial bending with axial force.info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleengreponame:Repositório Institucional da UFOPinstname:Universidade Federal de Ouro Preto (UFOP)instacron:UFOPLICENSElicense.txtlicense.txttext/plain; charset=utf-8924http://www.repositorio.ufop.br/bitstream/123456789/11295/2/license.txt62604f8d955274beb56c80ce1ee5dcaeMD52ORIGINALARTIGO_OptimizationReinforcedConcrete.pdfARTIGO_OptimizationReinforcedConcrete.pdfapplication/pdf1386087http://www.repositorio.ufop.br/bitstream/123456789/11295/1/ARTIGO_OptimizationReinforcedConcrete.pdf9a7e4d97f256dd5498e135fb3693c267MD51123456789/112952019-05-14 12:31:18.918oai:localhost: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ório InstitucionalPUBhttp://www.repositorio.ufop.br/oai/requestrepositorio@ufop.edu.bropendoar:32332019-05-14T16:31:18Repositório Institucional da UFOP - Universidade Federal de Ouro Preto (UFOP)false |
dc.title.pt_BR.fl_str_mv |
Optimization of reinforced concrete polygonal sections under biaxial bending with axial force. |
title |
Optimization of reinforced concrete polygonal sections under biaxial bending with axial force. |
spellingShingle |
Optimization of reinforced concrete polygonal sections under biaxial bending with axial force. Silva, Amilton Rodrigues da RC polygonal section Sequential linear programming method |
title_short |
Optimization of reinforced concrete polygonal sections under biaxial bending with axial force. |
title_full |
Optimization of reinforced concrete polygonal sections under biaxial bending with axial force. |
title_fullStr |
Optimization of reinforced concrete polygonal sections under biaxial bending with axial force. |
title_full_unstemmed |
Optimization of reinforced concrete polygonal sections under biaxial bending with axial force. |
title_sort |
Optimization of reinforced concrete polygonal sections under biaxial bending with axial force. |
author |
Silva, Amilton Rodrigues da |
author_facet |
Silva, Amilton Rodrigues da Faria, Flávia Castro de |
author_role |
author |
author2 |
Faria, Flávia Castro de |
author2_role |
author |
dc.contributor.author.fl_str_mv |
Silva, Amilton Rodrigues da Faria, Flávia Castro de |
dc.subject.por.fl_str_mv |
RC polygonal section Sequential linear programming method |
topic |
RC polygonal section Sequential linear programming method |
description |
Concrete is the world’s most utilized material for production of the structural elements employed in civil construction. Due to its low tensile strength and brittle nature it is reinforced with steel bars forming the reinforced concrete (RC structure). Linear elements of reinforced concrete are commonly employed in multi-story buildings, bridges, industrial sheds, among others. In this study an optimization algorithm is presented to define the amount of steel and its location within a concrete polygonal section subjected to biaxial bending with axial force, so that the amount of steel would be the minimum needed to resist the soliciting forces. Therefore, the project variables are: location, diameter and number of steel bars to be distributed within the concrete polygonal section. The sequential linear programming method is used to determine the optimized section. In this method, the non-linear problem of determining the resistance forces of the section in relation to the project variables is approximated by a sequence of linear problems, which would have its optimal point defined for each step using the Simplex method. Formulation validation is done through results of examples found in literature, and also by means of analytical solutions of simple problems, such as rectangular sections under axial force and moment in only one axis of symmetry. The results show the efficiency of the algorithm implemented in the optimized determination of the quantity and position of the bars of a given diameter in the polygonal section of reinforced concrete under biaxial bending with axial force. |
publishDate |
2018 |
dc.date.issued.fl_str_mv |
2018 |
dc.date.accessioned.fl_str_mv |
2019-05-14T16:31:18Z |
dc.date.available.fl_str_mv |
2019-05-14T16:31:18Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.citation.fl_str_mv |
SILVA, A. R. da; FARIA, F. C. de. Optimization of reinforced concrete polygonal sections under biaxial bending with axial force. Latin American Journal of Solids and Structures, v. 15, p. 123, 2018. Disponível em: <http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252018001000500>. Acesso em: 12 fev. 2019. |
dc.identifier.uri.fl_str_mv |
http://www.repositorio.ufop.br/handle/123456789/11295 |
dc.identifier.issn.none.fl_str_mv |
1679-7825 |
dc.identifier.doi.pt_BR.fl_str_mv |
http://dx.doi.org/10.1590/1679-78254252 |
identifier_str_mv |
SILVA, A. R. da; FARIA, F. C. de. Optimization of reinforced concrete polygonal sections under biaxial bending with axial force. Latin American Journal of Solids and Structures, v. 15, p. 123, 2018. Disponível em: <http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252018001000500>. Acesso em: 12 fev. 2019. 1679-7825 |
url |
http://www.repositorio.ufop.br/handle/123456789/11295 http://dx.doi.org/10.1590/1679-78254252 |
dc.language.iso.fl_str_mv |
eng |
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openAccess |
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