Analysis of the Stresses in Corrugated Sheets under Bending

Detalhes bibliográficos
Autor(a) principal: Molina, Julio Cesar [UNESP]
Data de Publicação: 2014
Outros Autores: Fiorelli, Juliano, Savastano, Holmer
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1590/S1516-14392014005000003
http://hdl.handle.net/11449/113226
Resumo: This paper presents three different numerical models for the evaluation of the stresses in corrugated sheets under bending. Regarding the numerical simulations different approaches can be considered, i.e., a elastic linear analysis or a physical nonlinear analysis, that considers criteria to fail for the sheet material. Moreover, the construction of the finite element mesh can be used shell elements or solid elements. The choice of each finite element must be made from the consideration of their representativity before behavior to be simulated. Thus, the numerical modelling in this manuscript was performed from the three-dimensional models using the SAP2000Nonlinear software, version 7.42, which has as base the finite elements method (FEM). It was considered shell elements in the build the mesh of finite elements and an analysis of type elastic linear in this case. Five mm thick sheets were evaluated considering three different longitudinal dimensions (spans), i.e., 1100 mm, 1530 mm and 1830 mm. The applied load to the models was 2500 N/m and it was verified that the spans of support of sheets have a significant influence on the results of stresses. The sheets with larger spans present larger stresses for the same applied load. The most intense values of tension occur in the troughs (low waves) of the sheets, on the lower surface, while the most intense values of compression occur in the crests (high waves), on the upper surface of the sheet. The flanks, which are the parts among the troughs and crests of the sheets, are submitted to low levels of stresses. The numeric results of the stresses showed a good agreement with the results obtained from other researchers(3) and these results can be used to predict the behavior of corrugated sheets under bending.
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spelling Analysis of the Stresses in Corrugated Sheets under Bendingcorrugated sheetnumerical modellingstress analysisThis paper presents three different numerical models for the evaluation of the stresses in corrugated sheets under bending. Regarding the numerical simulations different approaches can be considered, i.e., a elastic linear analysis or a physical nonlinear analysis, that considers criteria to fail for the sheet material. Moreover, the construction of the finite element mesh can be used shell elements or solid elements. The choice of each finite element must be made from the consideration of their representativity before behavior to be simulated. Thus, the numerical modelling in this manuscript was performed from the three-dimensional models using the SAP2000Nonlinear software, version 7.42, which has as base the finite elements method (FEM). It was considered shell elements in the build the mesh of finite elements and an analysis of type elastic linear in this case. Five mm thick sheets were evaluated considering three different longitudinal dimensions (spans), i.e., 1100 mm, 1530 mm and 1830 mm. The applied load to the models was 2500 N/m and it was verified that the spans of support of sheets have a significant influence on the results of stresses. The sheets with larger spans present larger stresses for the same applied load. The most intense values of tension occur in the troughs (low waves) of the sheets, on the lower surface, while the most intense values of compression occur in the crests (high waves), on the upper surface of the sheet. The flanks, which are the parts among the troughs and crests of the sheets, are submitted to low levels of stresses. The numeric results of the stresses showed a good agreement with the results obtained from other researchers(3) and these results can be used to predict the behavior of corrugated sheets under bending.Univ Estadual Paulista UNESP, Univ Wood Ind Engn, BR-18409010 Itapeva, SP, BrazilUniv Sao Paulo, Coll Zootech & Food Engn, BR-13635900 Pirassununga, SP, BrazilUniv Estadual Paulista UNESP, Univ Wood Ind Engn, BR-18409010 Itapeva, SP, BrazilUniv Fed Sao Carlos, Dept Engenharia MaterialsUniversidade Estadual Paulista (Unesp)Universidade de São Paulo (USP)Molina, Julio Cesar [UNESP]Fiorelli, JulianoSavastano, Holmer2014-12-03T13:11:31Z2014-12-03T13:11:31Z2014-03-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article338-345application/pdfhttp://dx.doi.org/10.1590/S1516-14392014005000003Materials Research-ibero-american Journal Of Materials. Sao Carlos: Univ Fed Sao Carlos, Dept Engenharia Materials, v. 17, n. 2, p. 338-345, 2014.1516-1439http://hdl.handle.net/11449/11322610.1590/S1516-14392014005000003S1516-14392014005000003WOS:000336255900008S1516-14392014000200008.pdfWeb of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengMaterials Research-ibero-american Journal of Materials1.1030,398info:eu-repo/semantics/openAccess2023-12-24T06:13:34Zoai:repositorio.unesp.br:11449/113226Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T21:07:55.115325Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Analysis of the Stresses in Corrugated Sheets under Bending
title Analysis of the Stresses in Corrugated Sheets under Bending
spellingShingle Analysis of the Stresses in Corrugated Sheets under Bending
Molina, Julio Cesar [UNESP]
corrugated sheet
numerical modelling
stress analysis
title_short Analysis of the Stresses in Corrugated Sheets under Bending
title_full Analysis of the Stresses in Corrugated Sheets under Bending
title_fullStr Analysis of the Stresses in Corrugated Sheets under Bending
title_full_unstemmed Analysis of the Stresses in Corrugated Sheets under Bending
title_sort Analysis of the Stresses in Corrugated Sheets under Bending
author Molina, Julio Cesar [UNESP]
author_facet Molina, Julio Cesar [UNESP]
Fiorelli, Juliano
Savastano, Holmer
author_role author
author2 Fiorelli, Juliano
Savastano, Holmer
author2_role author
author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (Unesp)
Universidade de São Paulo (USP)
dc.contributor.author.fl_str_mv Molina, Julio Cesar [UNESP]
Fiorelli, Juliano
Savastano, Holmer
dc.subject.por.fl_str_mv corrugated sheet
numerical modelling
stress analysis
topic corrugated sheet
numerical modelling
stress analysis
description This paper presents three different numerical models for the evaluation of the stresses in corrugated sheets under bending. Regarding the numerical simulations different approaches can be considered, i.e., a elastic linear analysis or a physical nonlinear analysis, that considers criteria to fail for the sheet material. Moreover, the construction of the finite element mesh can be used shell elements or solid elements. The choice of each finite element must be made from the consideration of their representativity before behavior to be simulated. Thus, the numerical modelling in this manuscript was performed from the three-dimensional models using the SAP2000Nonlinear software, version 7.42, which has as base the finite elements method (FEM). It was considered shell elements in the build the mesh of finite elements and an analysis of type elastic linear in this case. Five mm thick sheets were evaluated considering three different longitudinal dimensions (spans), i.e., 1100 mm, 1530 mm and 1830 mm. The applied load to the models was 2500 N/m and it was verified that the spans of support of sheets have a significant influence on the results of stresses. The sheets with larger spans present larger stresses for the same applied load. The most intense values of tension occur in the troughs (low waves) of the sheets, on the lower surface, while the most intense values of compression occur in the crests (high waves), on the upper surface of the sheet. The flanks, which are the parts among the troughs and crests of the sheets, are submitted to low levels of stresses. The numeric results of the stresses showed a good agreement with the results obtained from other researchers(3) and these results can be used to predict the behavior of corrugated sheets under bending.
publishDate 2014
dc.date.none.fl_str_mv 2014-12-03T13:11:31Z
2014-12-03T13:11:31Z
2014-03-01
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.uri.fl_str_mv http://dx.doi.org/10.1590/S1516-14392014005000003
Materials Research-ibero-american Journal Of Materials. Sao Carlos: Univ Fed Sao Carlos, Dept Engenharia Materials, v. 17, n. 2, p. 338-345, 2014.
1516-1439
http://hdl.handle.net/11449/113226
10.1590/S1516-14392014005000003
S1516-14392014005000003
WOS:000336255900008
S1516-14392014000200008.pdf
url http://dx.doi.org/10.1590/S1516-14392014005000003
http://hdl.handle.net/11449/113226
identifier_str_mv Materials Research-ibero-american Journal Of Materials. Sao Carlos: Univ Fed Sao Carlos, Dept Engenharia Materials, v. 17, n. 2, p. 338-345, 2014.
1516-1439
10.1590/S1516-14392014005000003
S1516-14392014005000003
WOS:000336255900008
S1516-14392014000200008.pdf
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Materials Research-ibero-american Journal of Materials
1.103
0,398
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 338-345
application/pdf
dc.publisher.none.fl_str_mv Univ Fed Sao Carlos, Dept Engenharia Materials
publisher.none.fl_str_mv Univ Fed Sao Carlos, Dept Engenharia Materials
dc.source.none.fl_str_mv Web of Science
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
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