PROPERTIES OF LAMINATED PARALEL PANELS AS AN ALTERNATIVE TO SOLID WOOD

Detalhes bibliográficos
Autor(a) principal: Ferraz, Joana Mendes
Data de Publicação: 2015
Outros Autores: Menezzi, Cláudio Henrique Soares Del, Teixeira, Divino Eterno, Okino, Esmeralda Yoshiko Arakaki, Souza, Frederico de, Bravim, Alex Gomes
Tipo de documento: Artigo
Idioma: por
Título da fonte: Cerne (Online)
Texto Completo: https://cerne.ufla.br/site/index.php/CERNE/article/view/220
Resumo: Laminated strand lumber and oriented strand lumber (LSL/OSL) are structural composite lumber, which has been recently introduced in the building construction market, as an alternative to solid wood utilization. This research aimed to analyze the technical feasibility of producing LSL and OSL. Additionally, was also investigated the effect of using different lengths of particles on physical and mechanical properties of the composites and comparing it to Chrysophyllum sp solid wood. Six wood panels were produced, utilizing particles of 15 and 30 centimeters of length, divided into two analyses (OSL/LSL), with three repetitions in each one. The following tests were performed: static bending (MOE//, MOR//) non-destructive testing (MOEd//), parallel compression strength (COMP//); thickness swelling (TS), water absorption (AA) and linear expansion (EL) for 2 and 24 hours. These tests were conducted according to the ASTM D 5456 (ASTM, 2006).  It was not identified the effect of particle length on mechanical properties. On the other hand, the composite produced with shorter particles (OSL) presented better dimensional stability than the LSL, produced with longer ones. Flexural properties and compression strength of OSL/LSL composites presented values close, but still lower, than those observed for solid wood.
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spelling PROPERTIES OF LAMINATED PARALEL PANELS AS AN ALTERNATIVE TO SOLID WOODLSLOSLphysical and mechanical propertiesparticle geometryLaminated strand lumber and oriented strand lumber (LSL/OSL) are structural composite lumber, which has been recently introduced in the building construction market, as an alternative to solid wood utilization. This research aimed to analyze the technical feasibility of producing LSL and OSL. Additionally, was also investigated the effect of using different lengths of particles on physical and mechanical properties of the composites and comparing it to Chrysophyllum sp solid wood. Six wood panels were produced, utilizing particles of 15 and 30 centimeters of length, divided into two analyses (OSL/LSL), with three repetitions in each one. The following tests were performed: static bending (MOE//, MOR//) non-destructive testing (MOEd//), parallel compression strength (COMP//); thickness swelling (TS), water absorption (AA) and linear expansion (EL) for 2 and 24 hours. These tests were conducted according to the ASTM D 5456 (ASTM, 2006).  It was not identified the effect of particle length on mechanical properties. On the other hand, the composite produced with shorter particles (OSL) presented better dimensional stability than the LSL, produced with longer ones. Flexural properties and compression strength of OSL/LSL composites presented values close, but still lower, than those observed for solid wood.CERNECERNE2015-11-05info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://cerne.ufla.br/site/index.php/CERNE/article/view/220CERNE; Vol. 15 No. 1 (2009); 067-074CERNE; v. 15 n. 1 (2009); 067-0742317-63420104-7760reponame:Cerne (Online)instname:Universidade Federal de Lavras (UFLA)instacron:UFLAporhttps://cerne.ufla.br/site/index.php/CERNE/article/view/220/189Copyright (c) 2015 Joana Mendes Ferraz, Cláudio Henrique Soares Del Menezzi, Divino Eterno Teixeira, Esmeralda Yoshiko Arakaki Okino, Frederico de Souza, Alex Gomes Braviminfo:eu-repo/semantics/openAccessFerraz, Joana MendesMenezzi, Cláudio Henrique Soares DelTeixeira, Divino EternoOkino, Esmeralda Yoshiko ArakakiSouza, Frederico deBravim, Alex Gomes2015-11-05T18:09:37Zoai:cerne.ufla.br:article/220Revistahttps://cerne.ufla.br/site/index.php/CERNEPUBhttps://cerne.ufla.br/site/index.php/CERNE/oaicerne@dcf.ufla.br||cerne@dcf.ufla.br2317-63420104-7760opendoar:2024-05-21T19:53:38.581246Cerne (Online) - Universidade Federal de Lavras (UFLA)true
dc.title.none.fl_str_mv PROPERTIES OF LAMINATED PARALEL PANELS AS AN ALTERNATIVE TO SOLID WOOD
title PROPERTIES OF LAMINATED PARALEL PANELS AS AN ALTERNATIVE TO SOLID WOOD
spellingShingle PROPERTIES OF LAMINATED PARALEL PANELS AS AN ALTERNATIVE TO SOLID WOOD
Ferraz, Joana Mendes
LSL
OSL
physical and mechanical properties
particle geometry
title_short PROPERTIES OF LAMINATED PARALEL PANELS AS AN ALTERNATIVE TO SOLID WOOD
title_full PROPERTIES OF LAMINATED PARALEL PANELS AS AN ALTERNATIVE TO SOLID WOOD
title_fullStr PROPERTIES OF LAMINATED PARALEL PANELS AS AN ALTERNATIVE TO SOLID WOOD
title_full_unstemmed PROPERTIES OF LAMINATED PARALEL PANELS AS AN ALTERNATIVE TO SOLID WOOD
title_sort PROPERTIES OF LAMINATED PARALEL PANELS AS AN ALTERNATIVE TO SOLID WOOD
author Ferraz, Joana Mendes
author_facet Ferraz, Joana Mendes
Menezzi, Cláudio Henrique Soares Del
Teixeira, Divino Eterno
Okino, Esmeralda Yoshiko Arakaki
Souza, Frederico de
Bravim, Alex Gomes
author_role author
author2 Menezzi, Cláudio Henrique Soares Del
Teixeira, Divino Eterno
Okino, Esmeralda Yoshiko Arakaki
Souza, Frederico de
Bravim, Alex Gomes
author2_role author
author
author
author
author
dc.contributor.author.fl_str_mv Ferraz, Joana Mendes
Menezzi, Cláudio Henrique Soares Del
Teixeira, Divino Eterno
Okino, Esmeralda Yoshiko Arakaki
Souza, Frederico de
Bravim, Alex Gomes
dc.subject.por.fl_str_mv LSL
OSL
physical and mechanical properties
particle geometry
topic LSL
OSL
physical and mechanical properties
particle geometry
description Laminated strand lumber and oriented strand lumber (LSL/OSL) are structural composite lumber, which has been recently introduced in the building construction market, as an alternative to solid wood utilization. This research aimed to analyze the technical feasibility of producing LSL and OSL. Additionally, was also investigated the effect of using different lengths of particles on physical and mechanical properties of the composites and comparing it to Chrysophyllum sp solid wood. Six wood panels were produced, utilizing particles of 15 and 30 centimeters of length, divided into two analyses (OSL/LSL), with three repetitions in each one. The following tests were performed: static bending (MOE//, MOR//) non-destructive testing (MOEd//), parallel compression strength (COMP//); thickness swelling (TS), water absorption (AA) and linear expansion (EL) for 2 and 24 hours. These tests were conducted according to the ASTM D 5456 (ASTM, 2006).  It was not identified the effect of particle length on mechanical properties. On the other hand, the composite produced with shorter particles (OSL) presented better dimensional stability than the LSL, produced with longer ones. Flexural properties and compression strength of OSL/LSL composites presented values close, but still lower, than those observed for solid wood.
publishDate 2015
dc.date.none.fl_str_mv 2015-11-05
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://cerne.ufla.br/site/index.php/CERNE/article/view/220
url https://cerne.ufla.br/site/index.php/CERNE/article/view/220
dc.language.iso.fl_str_mv por
language por
dc.relation.none.fl_str_mv https://cerne.ufla.br/site/index.php/CERNE/article/view/220/189
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv CERNE
CERNE
publisher.none.fl_str_mv CERNE
CERNE
dc.source.none.fl_str_mv CERNE; Vol. 15 No. 1 (2009); 067-074
CERNE; v. 15 n. 1 (2009); 067-074
2317-6342
0104-7760
reponame:Cerne (Online)
instname:Universidade Federal de Lavras (UFLA)
instacron:UFLA
instname_str Universidade Federal de Lavras (UFLA)
instacron_str UFLA
institution UFLA
reponame_str Cerne (Online)
collection Cerne (Online)
repository.name.fl_str_mv Cerne (Online) - Universidade Federal de Lavras (UFLA)
repository.mail.fl_str_mv cerne@dcf.ufla.br||cerne@dcf.ufla.br
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