EFFECT OF NONDESTRUCTIVE TESTING OF LAMINATIONS ON THE BEDING PROPERTIES OF GLULAM BEAMS MADE FROM LOURO – VERMELHO (Sextonia rubra)

Detalhes bibliográficos
Autor(a) principal: Teles, Ricardo Faustino
Data de Publicação: 2015
Outros Autores: Menezzi, Cláudio Henrique Soares Del, Souza, Mário Rabelo de, Souza, Frederico de
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Cerne (Online)
Texto Completo: https://cerne.ufla.br/site/index.php/CERNE/article/view/669
Resumo: This work aims to assess the bending properties of glued laminated timber beams (glulam) manufactured with species louro-vermelho (Sextonia rubra). Laminations were nondestructively tested using the transverse vibration method (EMlam). Then 10 glulam beams were manufactured and tested in static bending according to ASTM D 198 standard, having modulus of elasticity (EM), modulus of rupture (fM), and bending moment (M) determined. The finished beams were also tested by the transverse vibration method (EMvt). It was noted that the EMvt value was only 2% lower than the EM value. Using laminations with a high modulus of elasticity did allow effective gain in stiffness. Therefore, results indicate that the transverse vibration method is a valid, reliable technique both for testing glulam laminations and for assessing stiffness in finished beams. Bending properties in glulam beams were influenced by the stiffness of constituent laminations.
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spelling EFFECT OF NONDESTRUCTIVE TESTING OF LAMINATIONS ON THE BEDING PROPERTIES OF GLULAM BEAMS MADE FROM LOURO – VERMELHO (Sextonia rubra)Transverse vibrationglued laminated timberstatic bendingThis work aims to assess the bending properties of glued laminated timber beams (glulam) manufactured with species louro-vermelho (Sextonia rubra). Laminations were nondestructively tested using the transverse vibration method (EMlam). Then 10 glulam beams were manufactured and tested in static bending according to ASTM D 198 standard, having modulus of elasticity (EM), modulus of rupture (fM), and bending moment (M) determined. The finished beams were also tested by the transverse vibration method (EMvt). It was noted that the EMvt value was only 2% lower than the EM value. Using laminations with a high modulus of elasticity did allow effective gain in stiffness. Therefore, results indicate that the transverse vibration method is a valid, reliable technique both for testing glulam laminations and for assessing stiffness in finished beams. Bending properties in glulam beams were influenced by the stiffness of constituent laminations.CERNECERNE2015-10-29info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://cerne.ufla.br/site/index.php/CERNE/article/view/669CERNE; Vol. 16 No. 1 (2010); 077-085CERNE; v. 16 n. 1 (2010); 077-0852317-63420104-7760reponame:Cerne (Online)instname:Universidade Federal de Lavras (UFLA)instacron:UFLAenghttps://cerne.ufla.br/site/index.php/CERNE/article/view/669/558Copyright (c) 2015 CERNEinfo:eu-repo/semantics/openAccessTeles, Ricardo FaustinoMenezzi, Cláudio Henrique Soares DelSouza, Mário Rabelo deSouza, Frederico de2015-11-06T14:01:19Zoai:cerne.ufla.br:article/669Revistahttps://cerne.ufla.br/site/index.php/CERNEPUBhttps://cerne.ufla.br/site/index.php/CERNE/oaicerne@dcf.ufla.br||cerne@dcf.ufla.br2317-63420104-7760opendoar:2024-05-21T19:54:03.424149Cerne (Online) - Universidade Federal de Lavras (UFLA)true
dc.title.none.fl_str_mv EFFECT OF NONDESTRUCTIVE TESTING OF LAMINATIONS ON THE BEDING PROPERTIES OF GLULAM BEAMS MADE FROM LOURO – VERMELHO (Sextonia rubra)
title EFFECT OF NONDESTRUCTIVE TESTING OF LAMINATIONS ON THE BEDING PROPERTIES OF GLULAM BEAMS MADE FROM LOURO – VERMELHO (Sextonia rubra)
spellingShingle EFFECT OF NONDESTRUCTIVE TESTING OF LAMINATIONS ON THE BEDING PROPERTIES OF GLULAM BEAMS MADE FROM LOURO – VERMELHO (Sextonia rubra)
Teles, Ricardo Faustino
Transverse vibration
glued laminated timber
static bending
title_short EFFECT OF NONDESTRUCTIVE TESTING OF LAMINATIONS ON THE BEDING PROPERTIES OF GLULAM BEAMS MADE FROM LOURO – VERMELHO (Sextonia rubra)
title_full EFFECT OF NONDESTRUCTIVE TESTING OF LAMINATIONS ON THE BEDING PROPERTIES OF GLULAM BEAMS MADE FROM LOURO – VERMELHO (Sextonia rubra)
title_fullStr EFFECT OF NONDESTRUCTIVE TESTING OF LAMINATIONS ON THE BEDING PROPERTIES OF GLULAM BEAMS MADE FROM LOURO – VERMELHO (Sextonia rubra)
title_full_unstemmed EFFECT OF NONDESTRUCTIVE TESTING OF LAMINATIONS ON THE BEDING PROPERTIES OF GLULAM BEAMS MADE FROM LOURO – VERMELHO (Sextonia rubra)
title_sort EFFECT OF NONDESTRUCTIVE TESTING OF LAMINATIONS ON THE BEDING PROPERTIES OF GLULAM BEAMS MADE FROM LOURO – VERMELHO (Sextonia rubra)
author Teles, Ricardo Faustino
author_facet Teles, Ricardo Faustino
Menezzi, Cláudio Henrique Soares Del
Souza, Mário Rabelo de
Souza, Frederico de
author_role author
author2 Menezzi, Cláudio Henrique Soares Del
Souza, Mário Rabelo de
Souza, Frederico de
author2_role author
author
author
dc.contributor.author.fl_str_mv Teles, Ricardo Faustino
Menezzi, Cláudio Henrique Soares Del
Souza, Mário Rabelo de
Souza, Frederico de
dc.subject.por.fl_str_mv Transverse vibration
glued laminated timber
static bending
topic Transverse vibration
glued laminated timber
static bending
description This work aims to assess the bending properties of glued laminated timber beams (glulam) manufactured with species louro-vermelho (Sextonia rubra). Laminations were nondestructively tested using the transverse vibration method (EMlam). Then 10 glulam beams were manufactured and tested in static bending according to ASTM D 198 standard, having modulus of elasticity (EM), modulus of rupture (fM), and bending moment (M) determined. The finished beams were also tested by the transverse vibration method (EMvt). It was noted that the EMvt value was only 2% lower than the EM value. Using laminations with a high modulus of elasticity did allow effective gain in stiffness. Therefore, results indicate that the transverse vibration method is a valid, reliable technique both for testing glulam laminations and for assessing stiffness in finished beams. Bending properties in glulam beams were influenced by the stiffness of constituent laminations.
publishDate 2015
dc.date.none.fl_str_mv 2015-10-29
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/669
url https://cerne.ufla.br/site/index.php/CERNE/article/view/669
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv https://cerne.ufla.br/site/index.php/CERNE/article/view/669/558
dc.rights.driver.fl_str_mv Copyright (c) 2015 CERNE
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Copyright (c) 2015 CERNE
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. 16 No. 1 (2010); 077-085
CERNE; v. 16 n. 1 (2010); 077-085
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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