Optimization of shells modeled using NURBS subjected to a dynamic loading condition
| Main Author: | |
|---|---|
| Publication Date: | 2020 |
| Other Authors: | , |
| Format: | Article |
| Language: | eng |
| Source: | REM - International Engineering Journal |
| Download full: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2020000100043 |
Summary: | Abstract This study presents an optimization method for the thickness of shell elements subjected to dynamic loads. Structural analyses were carried out using the finite element method. The analyzed domains were modeled using NURBS, and meshes were generated using a transformation of the parametric domain into the geometric domain via a geometric function. The shell element considered is a combination of a CST membrane element and a DKT plate element, forming an element with 15 degrees of freedom. The Newmark method with constant acceleration was applied to solve the equation of motion. The optimization approach was considered in two different ways: with uniform and variable thickness throughout the shell element. Due to the nonlinear constraints of the problem, the Sequential Quadratic Programming (SQP) method was employed. SQP routines are available in MATLAB, in which this study was performed. Useful examples were detailed in this study to demonstrate the applicability of the optimization method to real structures, such as the Igrejinha da Pampulha, a church located in Belo Horizonte, Brazil, whose modeling was performed. |
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Optimization of shells modeled using NURBS subjected to a dynamic loading conditionshellsNURBSdynamicoptimizationAbstract This study presents an optimization method for the thickness of shell elements subjected to dynamic loads. Structural analyses were carried out using the finite element method. The analyzed domains were modeled using NURBS, and meshes were generated using a transformation of the parametric domain into the geometric domain via a geometric function. The shell element considered is a combination of a CST membrane element and a DKT plate element, forming an element with 15 degrees of freedom. The Newmark method with constant acceleration was applied to solve the equation of motion. The optimization approach was considered in two different ways: with uniform and variable thickness throughout the shell element. Due to the nonlinear constraints of the problem, the Sequential Quadratic Programming (SQP) method was employed. SQP routines are available in MATLAB, in which this study was performed. Useful examples were detailed in this study to demonstrate the applicability of the optimization method to real structures, such as the Igrejinha da Pampulha, a church located in Belo Horizonte, Brazil, whose modeling was performed.Fundação Gorceix2020-03-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2020000100043REM - International Engineering Journal v.73 n.1 2020reponame:REM - International Engineering Journalinstname:Fundação Gorceix (FG)instacron:FG10.1590/0370-44672019730041info:eu-repo/semantics/openAccessGomes Filho,HélioGonçalves Júnior,EtereldesAlves,Elcio Cassimiroeng2020-01-06T00:00:00Zoai:scielo:S2448-167X2020000100043Revistahttps://www.rem.com.br/?lang=pt-brPRIhttps://old.scielo.br/oai/scielo-oai.php||editor@rem.com.br2448-167X2448-167Xopendoar:2020-01-06T00:00REM - International Engineering Journal - Fundação Gorceix (FG)false |
| dc.title.none.fl_str_mv |
Optimization of shells modeled using NURBS subjected to a dynamic loading condition |
| title |
Optimization of shells modeled using NURBS subjected to a dynamic loading condition |
| spellingShingle |
Optimization of shells modeled using NURBS subjected to a dynamic loading condition Gomes Filho,Hélio shells NURBS dynamic optimization |
| title_short |
Optimization of shells modeled using NURBS subjected to a dynamic loading condition |
| title_full |
Optimization of shells modeled using NURBS subjected to a dynamic loading condition |
| title_fullStr |
Optimization of shells modeled using NURBS subjected to a dynamic loading condition |
| title_full_unstemmed |
Optimization of shells modeled using NURBS subjected to a dynamic loading condition |
| title_sort |
Optimization of shells modeled using NURBS subjected to a dynamic loading condition |
| author |
Gomes Filho,Hélio |
| author_facet |
Gomes Filho,Hélio Gonçalves Júnior,Etereldes Alves,Elcio Cassimiro |
| author_role |
author |
| author2 |
Gonçalves Júnior,Etereldes Alves,Elcio Cassimiro |
| author2_role |
author author |
| dc.contributor.author.fl_str_mv |
Gomes Filho,Hélio Gonçalves Júnior,Etereldes Alves,Elcio Cassimiro |
| dc.subject.por.fl_str_mv |
shells NURBS dynamic optimization |
| topic |
shells NURBS dynamic optimization |
| description |
Abstract This study presents an optimization method for the thickness of shell elements subjected to dynamic loads. Structural analyses were carried out using the finite element method. The analyzed domains were modeled using NURBS, and meshes were generated using a transformation of the parametric domain into the geometric domain via a geometric function. The shell element considered is a combination of a CST membrane element and a DKT plate element, forming an element with 15 degrees of freedom. The Newmark method with constant acceleration was applied to solve the equation of motion. The optimization approach was considered in two different ways: with uniform and variable thickness throughout the shell element. Due to the nonlinear constraints of the problem, the Sequential Quadratic Programming (SQP) method was employed. SQP routines are available in MATLAB, in which this study was performed. Useful examples were detailed in this study to demonstrate the applicability of the optimization method to real structures, such as the Igrejinha da Pampulha, a church located in Belo Horizonte, Brazil, whose modeling was performed. |
| publishDate |
2020 |
| dc.date.none.fl_str_mv |
2020-03-01 |
| dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
| dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
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article |
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publishedVersion |
| dc.identifier.uri.fl_str_mv |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2020000100043 |
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http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2020000100043 |
| dc.language.iso.fl_str_mv |
eng |
| language |
eng |
| dc.relation.none.fl_str_mv |
10.1590/0370-44672019730041 |
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info:eu-repo/semantics/openAccess |
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openAccess |
| dc.format.none.fl_str_mv |
text/html |
| dc.publisher.none.fl_str_mv |
Fundação Gorceix |
| publisher.none.fl_str_mv |
Fundação Gorceix |
| dc.source.none.fl_str_mv |
REM - International Engineering Journal v.73 n.1 2020 reponame:REM - International Engineering Journal instname:Fundação Gorceix (FG) instacron:FG |
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Fundação Gorceix (FG) |
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FG |
| institution |
FG |
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REM - International Engineering Journal |
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REM - International Engineering Journal |
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REM - International Engineering Journal - Fundação Gorceix (FG) |
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||editor@rem.com.br |
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1754734691445899264 |