State of the Art of the Structural Behavior of Cross Laminated Timber by Finite Element Method

Detalhes bibliográficos
Autor(a) principal: Teixeira, Matheus Zanghelini
Data de Publicação: 2023
Outros Autores: Santos, Samuel da Silva, Terezao, Rodrigo Figueiredo, Corrêa, Camila Alves
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.
id UFSC_a6bfd487f693ba9cb0a901f7bfd50369
oai_identifier_str oai:repositorio.ufsc.br:123456789/247096
network_acronym_str UFSC
network_name_str Repositório Institucional da UFSC
repository_id_str 2373
spelling 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
_version_ 1808651908472111104