LIGHT STEEL FRAMING CONSTRUCTION SYSTEM: PERFORMANCE EVALUATION OF THE RE- CONSTITUTED WOODEN BOARDS

Detalhes bibliográficos
Autor(a) principal: Carrasco, Edgar Vladimiro Mantilla
Data de Publicação: 2021
Outros Autores: Rezende, Janaina Costa, Rodrigues, Francisco Carlos, Marques, Júlio Cezar Silva, Mantilla, Judy Norka Rodo
Tipo de documento: Artigo
Idioma: por
Título da fonte: Repositório Institucional da UFSC
Texto Completo: https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4448
https://repositorio.ufsc.br/handle/123456789/246589
Resumo: Taking into account the transversal actions of the Light Steel Framing (LSF) constructive system, the structural performance depends on the shearing behavior of Wall sheathing, depending on the elasticity and transversal deformation modules, among other factors. Thus, the objective of this work was to determine, from the structural plywood closing plates, the modulus of elasticity in the longitudinal and transverse directions, through three-point bending flexural static test, according the requirements of NBR 9533 (ABNT, 2012), and compare them with similar research results that used Oriented Strand Board (OSB) panels in bracing the LSF system. After analyzing the results of the modulus of elasticity found in those studies in which OSB plates were used, and compared with the results of the currently research, it was concluded that it is possible to use the structural plywood in the LSF construction system, highlighting even a superior performance.
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spelling LIGHT STEEL FRAMING CONSTRUCTION SYSTEM: PERFORMANCE EVALUATION OF THE RE- CONSTITUTED WOODEN BOARDSSISTEMA CONSTRUTIVO LIGHT STEEL FRAMING: AVALIAÇÃO DO DESEMPENHO DE PLACAS DE MADEIRA RECONSTITUÍDALight steel framingCompensado estruturalOriented Strand BoardMódulo de elasticidadePainel de cisalhamentoTecnologia de materiaisTaking into account the transversal actions of the Light Steel Framing (LSF) constructive system, the structural performance depends on the shearing behavior of Wall sheathing, depending on the elasticity and transversal deformation modules, among other factors. Thus, the objective of this work was to determine, from the structural plywood closing plates, the modulus of elasticity in the longitudinal and transverse directions, through three-point bending flexural static test, according the requirements of NBR 9533 (ABNT, 2012), and compare them with similar research results that used Oriented Strand Board (OSB) panels in bracing the LSF system. After analyzing the results of the modulus of elasticity found in those studies in which OSB plates were used, and compared with the results of the currently research, it was concluded that it is possible to use the structural plywood in the LSF construction system, highlighting even a superior performance.Levando em conta as ações transversais do sistema construtivo Light Steel Framing (LSF), o desempenho estrutural depende do comportamento ao cisalhamento das chapas de fechamento das paredes, em função dos módulos de elasticidade e de deformação transversal, entre outros fatores. Assim, o objetivo deste trabalho foi determinar o módulo de elasticidade nas direções longitudinal e transversal, das chapas de fechamento em compensado estrutural, por meio de ensaios à flexão estática em três pontos, nos quais foram seguidas as prescrições da NBR 9533 (ABNT, 2012), e compará-lo com resultados de pesquisas similares que usaram chapas Oriented Strand Board (OSB) no contraventamento do sistema LSF. Após análise dos resultados dos valores obtidos dos módulos de elasticidade em pesquisas que foram utilizadas chapas de OSB, e comparados com os resultados da presente pesquisa concluiu-se que é possível utilizar o compensado estrutural no sistema construtivo LSF destacando-se inclusive um desempenho superior.UFSC - Federal University of Santa Catarina2021-08-012023-05-29T21:27:59Z2023-05-29T21:27:59Zinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/444810.29183/2447-3073.MIX2021.v7.n3.65-76https://repositorio.ufsc.br/handle/123456789/246589Mix Sustentável; Vol. 7 No. 3 (2021): Mix Sustentável (edição regular); 65-76MIX Sustentável; v. 7 n. 3 (2021): Mix Sustentável (edição regular); 65-762447-30732447-0899reponame:Repositório Institucional da UFSCinstname:Universidade Federal de Santa Catarina (UFSC)instacron:UFSCporhttps://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4448/3675Copyright (c) 2021 Edgar Vladimiro Mantilla Carrascoinfo:eu-repo/semantics/openAccessCarrasco, Edgar Vladimiro MantillaRezende, Janaina CostaRodrigues, Francisco CarlosMarques, Júlio Cezar SilvaMantilla, Judy Norka Rodo2023-05-29T21:27:59Zoai:repositorio.ufsc.br:123456789/246589Repositório InstitucionalPUBhttp://150.162.242.35/oai/requestopendoar:23732023-05-29T21:27:59Repositório Institucional da UFSC - Universidade Federal de Santa Catarina (UFSC)false
dc.title.none.fl_str_mv LIGHT STEEL FRAMING CONSTRUCTION SYSTEM: PERFORMANCE EVALUATION OF THE RE- CONSTITUTED WOODEN BOARDS
SISTEMA CONSTRUTIVO LIGHT STEEL FRAMING: AVALIAÇÃO DO DESEMPENHO DE PLACAS DE MADEIRA RECONSTITUÍDA
title LIGHT STEEL FRAMING CONSTRUCTION SYSTEM: PERFORMANCE EVALUATION OF THE RE- CONSTITUTED WOODEN BOARDS
spellingShingle LIGHT STEEL FRAMING CONSTRUCTION SYSTEM: PERFORMANCE EVALUATION OF THE RE- CONSTITUTED WOODEN BOARDS
Carrasco, Edgar Vladimiro Mantilla
Light steel framing
Compensado estrutural
Oriented Strand Board
Módulo de elasticidade
Painel de cisalhamento
Tecnologia de materiais
title_short LIGHT STEEL FRAMING CONSTRUCTION SYSTEM: PERFORMANCE EVALUATION OF THE RE- CONSTITUTED WOODEN BOARDS
title_full LIGHT STEEL FRAMING CONSTRUCTION SYSTEM: PERFORMANCE EVALUATION OF THE RE- CONSTITUTED WOODEN BOARDS
title_fullStr LIGHT STEEL FRAMING CONSTRUCTION SYSTEM: PERFORMANCE EVALUATION OF THE RE- CONSTITUTED WOODEN BOARDS
title_full_unstemmed LIGHT STEEL FRAMING CONSTRUCTION SYSTEM: PERFORMANCE EVALUATION OF THE RE- CONSTITUTED WOODEN BOARDS
title_sort LIGHT STEEL FRAMING CONSTRUCTION SYSTEM: PERFORMANCE EVALUATION OF THE RE- CONSTITUTED WOODEN BOARDS
author Carrasco, Edgar Vladimiro Mantilla
author_facet Carrasco, Edgar Vladimiro Mantilla
Rezende, Janaina Costa
Rodrigues, Francisco Carlos
Marques, Júlio Cezar Silva
Mantilla, Judy Norka Rodo
author_role author
author2 Rezende, Janaina Costa
Rodrigues, Francisco Carlos
Marques, Júlio Cezar Silva
Mantilla, Judy Norka Rodo
author2_role author
author
author
author
dc.contributor.author.fl_str_mv Carrasco, Edgar Vladimiro Mantilla
Rezende, Janaina Costa
Rodrigues, Francisco Carlos
Marques, Júlio Cezar Silva
Mantilla, Judy Norka Rodo
dc.subject.por.fl_str_mv Light steel framing
Compensado estrutural
Oriented Strand Board
Módulo de elasticidade
Painel de cisalhamento
Tecnologia de materiais
topic Light steel framing
Compensado estrutural
Oriented Strand Board
Módulo de elasticidade
Painel de cisalhamento
Tecnologia de materiais
description Taking into account the transversal actions of the Light Steel Framing (LSF) constructive system, the structural performance depends on the shearing behavior of Wall sheathing, depending on the elasticity and transversal deformation modules, among other factors. Thus, the objective of this work was to determine, from the structural plywood closing plates, the modulus of elasticity in the longitudinal and transverse directions, through three-point bending flexural static test, according the requirements of NBR 9533 (ABNT, 2012), and compare them with similar research results that used Oriented Strand Board (OSB) panels in bracing the LSF system. After analyzing the results of the modulus of elasticity found in those studies in which OSB plates were used, and compared with the results of the currently research, it was concluded that it is possible to use the structural plywood in the LSF construction system, highlighting even a superior performance.
publishDate 2021
dc.date.none.fl_str_mv 2021-08-01
2023-05-29T21:27:59Z
2023-05-29T21:27:59Z
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4448
10.29183/2447-3073.MIX2021.v7.n3.65-76
https://repositorio.ufsc.br/handle/123456789/246589
url https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4448
https://repositorio.ufsc.br/handle/123456789/246589
identifier_str_mv 10.29183/2447-3073.MIX2021.v7.n3.65-76
dc.language.iso.fl_str_mv por
language por
dc.relation.none.fl_str_mv https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4448/3675
dc.rights.driver.fl_str_mv Copyright (c) 2021 Edgar Vladimiro Mantilla Carrasco
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Copyright (c) 2021 Edgar Vladimiro Mantilla Carrasco
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv UFSC - Federal University of Santa Catarina
publisher.none.fl_str_mv UFSC - Federal University of Santa Catarina
dc.source.none.fl_str_mv Mix Sustentável; Vol. 7 No. 3 (2021): Mix Sustentável (edição regular); 65-76
MIX Sustentável; v. 7 n. 3 (2021): Mix Sustentável (edição regular); 65-76
2447-3073
2447-0899
reponame:Repositório Institucional da UFSC
instname:Universidade Federal de Santa Catarina (UFSC)
instacron:UFSC
instname_str Universidade Federal de Santa Catarina (UFSC)
instacron_str UFSC
institution UFSC
reponame_str Repositório Institucional da UFSC
collection Repositório Institucional da UFSC
repository.name.fl_str_mv Repositório Institucional da UFSC - Universidade Federal de Santa Catarina (UFSC)
repository.mail.fl_str_mv
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