Classification of lumber of Eucalyptus using non-destructive tests
Autor(a) principal: | |
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Data de Publicação: | 2008 |
Outros Autores: | , , |
Tipo de documento: | Artigo de conferência |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://hdl.handle.net/11449/70851 |
Resumo: | Classification and standardization of the sawn wood is a usual activity, developed by countries that come as great consumers of this material. Brazil does not practice the classification of sawn wood. This work had the main objective of evaluating the sensibility of most common non-destructive tests in the classification of dimension lumber from fast grown Eucalyptus plantation. Wood was obtained from genetic material cultivated at Minas Gerais State, Brazil. 296 beams of structural dimensions (6 cm × 12 cm × 280 cm) from 10 different clones of Eucalyptus were sampled. Beams were non-destructively (stress wave, ultrasound and transverse vibration) and destructively (static bending and compression parallel to grain) tested. Non-destructive results showed sensibility in the classification of structural dimension lumber, being possible to establish wave velocity intervals that attend to the main strength classes reported by Wooden Structures Brazilian Code. |
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Repositório Institucional da UNESP |
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Classification of lumber of Eucalyptus using non-destructive testsClassificationDimension lumberEucalyptusNon-destructive evaluationSawn woodClones of EucalyptusDimension lumbersEucalyptus plantationsGenetic materialsMinas GeraisNon destructiveNon destructive evaluationNon-destructive testParallel to grainSawnwoodsStatic bendingStrength classStress waveStructural dimensionsTransverse vibrationsWave velocityWooden structureLumberNondestructive examinationTimberWooden buildingsClassification (of information)Classification and standardization of the sawn wood is a usual activity, developed by countries that come as great consumers of this material. Brazil does not practice the classification of sawn wood. This work had the main objective of evaluating the sensibility of most common non-destructive tests in the classification of dimension lumber from fast grown Eucalyptus plantation. Wood was obtained from genetic material cultivated at Minas Gerais State, Brazil. 296 beams of structural dimensions (6 cm × 12 cm × 280 cm) from 10 different clones of Eucalyptus were sampled. Beams were non-destructively (stress wave, ultrasound and transverse vibration) and destructively (static bending and compression parallel to grain) tested. Non-destructive results showed sensibility in the classification of structural dimension lumber, being possible to establish wave velocity intervals that attend to the main strength classes reported by Wooden Structures Brazilian Code.Agronomic Sciences College Sao Paulo State University FCA/UNESP, P.O. Box 237, Botucatu, SP 18610-307Espirito Santo Federal University- UFESLavras Federal University- UFLAAgronomic Sciences College Sao Paulo State University FCA/UNESP, P.O. Box 237, Botucatu, SP 18610-307Universidade Estadual Paulista (Unesp)Universidade Federal do Espírito Santo (UFES)Universidade Federal de Lavras (UFLA)Ballarin, Adriano Wagner [UNESP]Nogueira, MarceloLima, José TarcísioPalma, Hernando Alfonso Lara [UNESP]2014-05-27T11:23:49Z2014-05-27T11:23:49Z2008-12-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObject262-26910th World Conference on Timber Engineering 2008, v. 1, p. 262-269.http://hdl.handle.net/11449/708512-s2.0-8486579289452133151997352110000-0002-1517-739XScopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPeng10th World Conference on Timber Engineering 2008info:eu-repo/semantics/openAccess2024-04-15T20:40:22Zoai:repositorio.unesp.br:11449/70851Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T22:02:50.708500Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Classification of lumber of Eucalyptus using non-destructive tests |
title |
Classification of lumber of Eucalyptus using non-destructive tests |
spellingShingle |
Classification of lumber of Eucalyptus using non-destructive tests Ballarin, Adriano Wagner [UNESP] Classification Dimension lumber Eucalyptus Non-destructive evaluation Sawn wood Clones of Eucalyptus Dimension lumbers Eucalyptus plantations Genetic materials Minas Gerais Non destructive Non destructive evaluation Non-destructive test Parallel to grain Sawnwoods Static bending Strength class Stress wave Structural dimensions Transverse vibrations Wave velocity Wooden structure Lumber Nondestructive examination Timber Wooden buildings Classification (of information) |
title_short |
Classification of lumber of Eucalyptus using non-destructive tests |
title_full |
Classification of lumber of Eucalyptus using non-destructive tests |
title_fullStr |
Classification of lumber of Eucalyptus using non-destructive tests |
title_full_unstemmed |
Classification of lumber of Eucalyptus using non-destructive tests |
title_sort |
Classification of lumber of Eucalyptus using non-destructive tests |
author |
Ballarin, Adriano Wagner [UNESP] |
author_facet |
Ballarin, Adriano Wagner [UNESP] Nogueira, Marcelo Lima, José Tarcísio Palma, Hernando Alfonso Lara [UNESP] |
author_role |
author |
author2 |
Nogueira, Marcelo Lima, José Tarcísio Palma, Hernando Alfonso Lara [UNESP] |
author2_role |
author author author |
dc.contributor.none.fl_str_mv |
Universidade Estadual Paulista (Unesp) Universidade Federal do Espírito Santo (UFES) Universidade Federal de Lavras (UFLA) |
dc.contributor.author.fl_str_mv |
Ballarin, Adriano Wagner [UNESP] Nogueira, Marcelo Lima, José Tarcísio Palma, Hernando Alfonso Lara [UNESP] |
dc.subject.por.fl_str_mv |
Classification Dimension lumber Eucalyptus Non-destructive evaluation Sawn wood Clones of Eucalyptus Dimension lumbers Eucalyptus plantations Genetic materials Minas Gerais Non destructive Non destructive evaluation Non-destructive test Parallel to grain Sawnwoods Static bending Strength class Stress wave Structural dimensions Transverse vibrations Wave velocity Wooden structure Lumber Nondestructive examination Timber Wooden buildings Classification (of information) |
topic |
Classification Dimension lumber Eucalyptus Non-destructive evaluation Sawn wood Clones of Eucalyptus Dimension lumbers Eucalyptus plantations Genetic materials Minas Gerais Non destructive Non destructive evaluation Non-destructive test Parallel to grain Sawnwoods Static bending Strength class Stress wave Structural dimensions Transverse vibrations Wave velocity Wooden structure Lumber Nondestructive examination Timber Wooden buildings Classification (of information) |
description |
Classification and standardization of the sawn wood is a usual activity, developed by countries that come as great consumers of this material. Brazil does not practice the classification of sawn wood. This work had the main objective of evaluating the sensibility of most common non-destructive tests in the classification of dimension lumber from fast grown Eucalyptus plantation. Wood was obtained from genetic material cultivated at Minas Gerais State, Brazil. 296 beams of structural dimensions (6 cm × 12 cm × 280 cm) from 10 different clones of Eucalyptus were sampled. Beams were non-destructively (stress wave, ultrasound and transverse vibration) and destructively (static bending and compression parallel to grain) tested. Non-destructive results showed sensibility in the classification of structural dimension lumber, being possible to establish wave velocity intervals that attend to the main strength classes reported by Wooden Structures Brazilian Code. |
publishDate |
2008 |
dc.date.none.fl_str_mv |
2008-12-01 2014-05-27T11:23:49Z 2014-05-27T11:23:49Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/conferenceObject |
format |
conferenceObject |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
10th World Conference on Timber Engineering 2008, v. 1, p. 262-269. http://hdl.handle.net/11449/70851 2-s2.0-84865792894 5213315199735211 0000-0002-1517-739X |
identifier_str_mv |
10th World Conference on Timber Engineering 2008, v. 1, p. 262-269. 2-s2.0-84865792894 5213315199735211 0000-0002-1517-739X |
url |
http://hdl.handle.net/11449/70851 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10th World Conference on Timber Engineering 2008 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
262-269 |
dc.source.none.fl_str_mv |
Scopus reponame:Repositório Institucional da UNESP instname:Universidade Estadual Paulista (UNESP) instacron:UNESP |
instname_str |
Universidade Estadual Paulista (UNESP) |
instacron_str |
UNESP |
institution |
UNESP |
reponame_str |
Repositório Institucional da UNESP |
collection |
Repositório Institucional da UNESP |
repository.name.fl_str_mv |
Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP) |
repository.mail.fl_str_mv |
|
_version_ |
1808129387042701312 |