EFFECT OF NONDESTRUCTIVE TESTING OF LAMINATIONS ON THE BEDING PROPERTIES OF GLULAM BEAMS MADE FROM LOURO – VERMELHO (Sextonia rubra)
Autor(a) principal: | |
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Data de Publicação: | 2015 |
Outros Autores: | , , |
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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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 |
_version_ |
1799874941504454656 |