State of the Art of the Structural Behavior of Cross Laminated Timber by Finite Element Method
Autor(a) principal: | |
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Data de Publicação: | 2023 |
Outros Autores: | , , |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | Repositório Institucional da UFSC |
Texto Completo: | https://repositorio.ufsc.br/handle/123456789/247096 |
Resumo: | In search of sustainable development, engineered wood is an alternative for the Brazilian construction sector. The focus of the study is on Cross Laminated Timber (CLT), a panel composed of layers of structurally bonded lamellae that forms a rigid and self-supporting structural element, which is used as a wall, floor slab and roof slab. To ensure the quality of the physical-mechanical properties of CLT studies have been conducted experimentally, analytically and/or numerically, including via numerical modeling by the Finite Element Method (FEM). This paper provides an updated literature review on the structural behavior of CLT by FEM, highlighting the main authors and the advantages of the method. For this, information was exported from the Scopus® database to the VOSviewer® software and bibliometric maps were performed. The FEM proved to be efficient and reliable according to the referenced articles, besides being very versatile due to its wide range of possibilities. |
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State of the Art of the Structural Behavior of Cross Laminated Timber by Finite Element MethodEstado da Arte do Comportamento Estrutural de Madeira Lamelada Colada Cruzada via Método dos Elementos FinitosCross Laminated TimberNumerical ModelingStructural PerformanceIn search of sustainable development, engineered wood is an alternative for the Brazilian construction sector. The focus of the study is on Cross Laminated Timber (CLT), a panel composed of layers of structurally bonded lamellae that forms a rigid and self-supporting structural element, which is used as a wall, floor slab and roof slab. To ensure the quality of the physical-mechanical properties of CLT studies have been conducted experimentally, analytically and/or numerically, including via numerical modeling by the Finite Element Method (FEM). This paper provides an updated literature review on the structural behavior of CLT by FEM, highlighting the main authors and the advantages of the method. For this, information was exported from the Scopus® database to the VOSviewer® software and bibliometric maps were performed. The FEM proved to be efficient and reliable according to the referenced articles, besides being very versatile due to its wide range of possibilities.Grupo de Pesquisa Virtuhab2023-06-21T20:44:57Z2023-06-21T20:44:57Z2023-06-05info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfapplication/pdf978-65-00-70842-42596-237Xhttps://repositorio.ufsc.br/handle/123456789/247096Teixeira, Matheus ZangheliniSantos, Samuel da SilvaTerezao, Rodrigo FigueiredoCorrêa, Camila Alvesporreponame:Repositório Institucional da UFSCinstname:Universidade Federal de Santa Catarina (UFSC)instacron:UFSCinfo:eu-repo/semantics/openAccess2023-06-21T20:44:58Zoai:repositorio.ufsc.br:123456789/247096Repositório InstitucionalPUBhttp://150.162.242.35/oai/requestopendoar:23732023-06-21T20:44:58Repositório Institucional da UFSC - Universidade Federal de Santa Catarina (UFSC)false |
dc.title.none.fl_str_mv |
State of the Art of the Structural Behavior of Cross Laminated Timber by Finite Element Method Estado da Arte do Comportamento Estrutural de Madeira Lamelada Colada Cruzada via Método dos Elementos Finitos |
title |
State of the Art of the Structural Behavior of Cross Laminated Timber by Finite Element Method |
spellingShingle |
State of the Art of the Structural Behavior of Cross Laminated Timber by Finite Element Method Teixeira, Matheus Zanghelini Cross Laminated Timber Numerical Modeling Structural Performance |
title_short |
State of the Art of the Structural Behavior of Cross Laminated Timber by Finite Element Method |
title_full |
State of the Art of the Structural Behavior of Cross Laminated Timber by Finite Element Method |
title_fullStr |
State of the Art of the Structural Behavior of Cross Laminated Timber by Finite Element Method |
title_full_unstemmed |
State of the Art of the Structural Behavior of Cross Laminated Timber by Finite Element Method |
title_sort |
State of the Art of the Structural Behavior of Cross Laminated Timber by Finite Element Method |
author |
Teixeira, Matheus Zanghelini |
author_facet |
Teixeira, Matheus Zanghelini Santos, Samuel da Silva Terezao, Rodrigo Figueiredo Corrêa, Camila Alves |
author_role |
author |
author2 |
Santos, Samuel da Silva Terezao, Rodrigo Figueiredo Corrêa, Camila Alves |
author2_role |
author author author |
dc.contributor.author.fl_str_mv |
Teixeira, Matheus Zanghelini Santos, Samuel da Silva Terezao, Rodrigo Figueiredo Corrêa, Camila Alves |
dc.subject.por.fl_str_mv |
Cross Laminated Timber Numerical Modeling Structural Performance |
topic |
Cross Laminated Timber Numerical Modeling Structural Performance |
description |
In search of sustainable development, engineered wood is an alternative for the Brazilian construction sector. The focus of the study is on Cross Laminated Timber (CLT), a panel composed of layers of structurally bonded lamellae that forms a rigid and self-supporting structural element, which is used as a wall, floor slab and roof slab. To ensure the quality of the physical-mechanical properties of CLT studies have been conducted experimentally, analytically and/or numerically, including via numerical modeling by the Finite Element Method (FEM). This paper provides an updated literature review on the structural behavior of CLT by FEM, highlighting the main authors and the advantages of the method. For this, information was exported from the Scopus® database to the VOSviewer® software and bibliometric maps were performed. The FEM proved to be efficient and reliable according to the referenced articles, besides being very versatile due to its wide range of possibilities. |
publishDate |
2023 |
dc.date.none.fl_str_mv |
2023-06-21T20:44:57Z 2023-06-21T20:44:57Z 2023-06-05 |
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 |
978-65-00-70842-4 2596-237X https://repositorio.ufsc.br/handle/123456789/247096 |
identifier_str_mv |
978-65-00-70842-4 2596-237X |
url |
https://repositorio.ufsc.br/handle/123456789/247096 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf application/pdf |
dc.publisher.none.fl_str_mv |
Grupo de Pesquisa Virtuhab |
publisher.none.fl_str_mv |
Grupo de Pesquisa Virtuhab |
dc.source.none.fl_str_mv |
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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1808651908472111104 |