Influence of Wood Moisture Content on the Modulus of Elasticity in Compression Parallel to the Grain
Autor(a) principal: | |
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Data de Publicação: | 2012 |
Outros Autores: | , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://dx.doi.org/10.1590/S1516-14392012005000025 http://hdl.handle.net/11449/41510 |
Resumo: | Brazilian Standard ABNT NBR7190:1997 for timber structures design, adopts a first degree equation to describe the influence of wood moisture content. Periodically, when necessary, the referred standard is revised in order to analyze inconsistencies and to adopt considerations according new realities verified. So, the present paper aims to examine the adequacy of its equation which corrects to 12% of moisture the values of rigidity properties obtained on experimental tests. To quantify the moisture influence on modulus of elasticity, it was applied tests of compression parallel to the grain for six specimens of different strength classes, considering nominal moisture of 12; 20; 25; 30%. As results, modulus of elasticity in the moisture range 25-30% showed statistically equivalents, and was obtained a first degree equation to correlate the studied variables which leads to statically equivalent estimations when compared with results by ABNT NBR7190:1997 equation. However, it was indicated to maintain the current expression for the next text of the referred document review, without prejudice to statistical significance of the estimates. |
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Influence of Wood Moisture Content on the Modulus of Elasticity in Compression Parallel to the Grainwoodmoisture contentmodulus of elasticitycompression parallel to the grainBrazilian Standard ABNT NBR7190:1997 for timber structures design, adopts a first degree equation to describe the influence of wood moisture content. Periodically, when necessary, the referred standard is revised in order to analyze inconsistencies and to adopt considerations according new realities verified. So, the present paper aims to examine the adequacy of its equation which corrects to 12% of moisture the values of rigidity properties obtained on experimental tests. To quantify the moisture influence on modulus of elasticity, it was applied tests of compression parallel to the grain for six specimens of different strength classes, considering nominal moisture of 12; 20; 25; 30%. As results, modulus of elasticity in the moisture range 25-30% showed statistically equivalents, and was obtained a first degree equation to correlate the studied variables which leads to statically equivalent estimations when compared with results by ABNT NBR7190:1997 equation. However, it was indicated to maintain the current expression for the next text of the referred document review, without prejudice to statistical significance of the estimates.Univ São Paulo, Interunit Area Mat Sci & Engn, BR-13566590 São Carlos, SP, BrazilUniv São Paulo, São Carlos Sch Engn, BR-13566590 São Carlos, SP, BrazilPaulista State Univ UNESP, Bauru Coll Engn, BR-17033360 Bauru, SP, BrazilFundação Mineira Educ & Cultura FUMEC, Coll Engn & Architecture, BR-30310190 Belo Horizonte, MG, BrazilPaulista State Univ UNESP, Bauru Coll Engn, BR-17033360 Bauru, SP, BrazilUniversidade Federal de São Carlos (UFSCar), Dept Engenharia MaterialsUniversidade de São Paulo (USP)Universidade Estadual Paulista (Unesp)Fundação Mineira Educ & Cultura FUMECLopes Silva, Diogo AparecidoRocco Lahr, Francisco Antoniode Faria, Obede Borges [UNESP]Chahud, Eduardo2014-05-20T15:32:40Z2014-05-20T15:32:40Z2012-03-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article300-304http://dx.doi.org/10.1590/S1516-14392012005000025Materials Research-ibero-american Journal of Materials. São Carlos: Universidade Federal de São Carlos (UFSCar), Dept Engenharia Materials, v. 15, n. 2, p. 300-304, 2012.1516-1439http://hdl.handle.net/11449/4151010.1590/S1516-14392012005000025S1516-14392012000200020WOS:000305716000020S1516-14392012000200020.pdf2435383614704158Web of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengMaterials Research-ibero-american Journal of Materials1.1030,398info:eu-repo/semantics/openAccess2021-10-23T17:16:48Zoai:repositorio.unesp.br:11449/41510Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462021-10-23T17:16:48Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Influence of Wood Moisture Content on the Modulus of Elasticity in Compression Parallel to the Grain |
title |
Influence of Wood Moisture Content on the Modulus of Elasticity in Compression Parallel to the Grain |
spellingShingle |
Influence of Wood Moisture Content on the Modulus of Elasticity in Compression Parallel to the Grain Lopes Silva, Diogo Aparecido wood moisture content modulus of elasticity compression parallel to the grain |
title_short |
Influence of Wood Moisture Content on the Modulus of Elasticity in Compression Parallel to the Grain |
title_full |
Influence of Wood Moisture Content on the Modulus of Elasticity in Compression Parallel to the Grain |
title_fullStr |
Influence of Wood Moisture Content on the Modulus of Elasticity in Compression Parallel to the Grain |
title_full_unstemmed |
Influence of Wood Moisture Content on the Modulus of Elasticity in Compression Parallel to the Grain |
title_sort |
Influence of Wood Moisture Content on the Modulus of Elasticity in Compression Parallel to the Grain |
author |
Lopes Silva, Diogo Aparecido |
author_facet |
Lopes Silva, Diogo Aparecido Rocco Lahr, Francisco Antonio de Faria, Obede Borges [UNESP] Chahud, Eduardo |
author_role |
author |
author2 |
Rocco Lahr, Francisco Antonio de Faria, Obede Borges [UNESP] Chahud, Eduardo |
author2_role |
author author author |
dc.contributor.none.fl_str_mv |
Universidade de São Paulo (USP) Universidade Estadual Paulista (Unesp) Fundação Mineira Educ & Cultura FUMEC |
dc.contributor.author.fl_str_mv |
Lopes Silva, Diogo Aparecido Rocco Lahr, Francisco Antonio de Faria, Obede Borges [UNESP] Chahud, Eduardo |
dc.subject.por.fl_str_mv |
wood moisture content modulus of elasticity compression parallel to the grain |
topic |
wood moisture content modulus of elasticity compression parallel to the grain |
description |
Brazilian Standard ABNT NBR7190:1997 for timber structures design, adopts a first degree equation to describe the influence of wood moisture content. Periodically, when necessary, the referred standard is revised in order to analyze inconsistencies and to adopt considerations according new realities verified. So, the present paper aims to examine the adequacy of its equation which corrects to 12% of moisture the values of rigidity properties obtained on experimental tests. To quantify the moisture influence on modulus of elasticity, it was applied tests of compression parallel to the grain for six specimens of different strength classes, considering nominal moisture of 12; 20; 25; 30%. As results, modulus of elasticity in the moisture range 25-30% showed statistically equivalents, and was obtained a first degree equation to correlate the studied variables which leads to statically equivalent estimations when compared with results by ABNT NBR7190:1997 equation. However, it was indicated to maintain the current expression for the next text of the referred document review, without prejudice to statistical significance of the estimates. |
publishDate |
2012 |
dc.date.none.fl_str_mv |
2012-03-01 2014-05-20T15:32:40Z 2014-05-20T15:32:40Z |
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 |
http://dx.doi.org/10.1590/S1516-14392012005000025 Materials Research-ibero-american Journal of Materials. São Carlos: Universidade Federal de São Carlos (UFSCar), Dept Engenharia Materials, v. 15, n. 2, p. 300-304, 2012. 1516-1439 http://hdl.handle.net/11449/41510 10.1590/S1516-14392012005000025 S1516-14392012000200020 WOS:000305716000020 S1516-14392012000200020.pdf 2435383614704158 |
url |
http://dx.doi.org/10.1590/S1516-14392012005000025 http://hdl.handle.net/11449/41510 |
identifier_str_mv |
Materials Research-ibero-american Journal of Materials. São Carlos: Universidade Federal de São Carlos (UFSCar), Dept Engenharia Materials, v. 15, n. 2, p. 300-304, 2012. 1516-1439 10.1590/S1516-14392012005000025 S1516-14392012000200020 WOS:000305716000020 S1516-14392012000200020.pdf 2435383614704158 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Materials Research-ibero-american Journal of Materials 1.103 0,398 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
300-304 |
dc.publisher.none.fl_str_mv |
Universidade Federal de São Carlos (UFSCar), Dept Engenharia Materials |
publisher.none.fl_str_mv |
Universidade Federal de São Carlos (UFSCar), Dept Engenharia Materials |
dc.source.none.fl_str_mv |
Web of Science 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_ |
1799965354430038016 |