Analysis relations between modulus of elasticity in compression, tension and in static bending of hardwoods

Detalhes bibliográficos
Autor(a) principal: João Paulo Boff Almeida
Data de Publicação: 2020
Outros Autores: Vinicius Borges de Moura Aquino, Anderson Renato Vobornik Wolenski, Cristiane Inácio de Campos, Júlio César Molina, Eduardo Chahud, Francisco Antonio Rocco Lahr, André Luis Christoforo
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UFMG
Texto Completo: https://doi.org/10.15376/biores.15.2.3278-3288
http://hdl.handle.net/1843/57022
https://orcid.org/0000-0001-8667-1718
https://orcid.org/0000-0003-3483-7506
https://orcid.org/0000-0002-5709-1965
https://orcid.org/0000-0001-9669-6820
https://orcid.org/0000-0002-6204-0206
https://orcid.org/0000-0003-3168-7055
https://orcid.org/0000-0002-3510-8498
https://orcid.org/0000-0002-4066-080X
Resumo: Accurate estimation of average modulus of elasticity in compression parallel to the grain (Ec0) is of paramount importance for rational sizing of timber structures, given the use of this property in the estimation of stability of compressed parts (ultimate limit state, ULS) and in calculation of excessive strains (serviceability limit state, SLS). In Brazil, if values cannot be experimentally determined, ABNT NBR 7190 (1997) allows for estimation of Ec0 through relations to average modulus of elasticity both in tension parallel to the grain (Et0) (Ec0 = Et0) and in bending (EM) (Ec0 = EM/0.90). This research aimed to access the efficiency of these relations by testing 30 tropical wood species. The analysis of variance results showed that Ec0 and Et0 were statistically equal. However, Ec0 and EM/0.90 were not statistically equal, and the method of least squares resulted in a coefficient of 0.98, which was 8.89% higher than the one suggested by ABNT NBR 7190 (1997) and close to 1, thus, validating the results of ANOVA, which pointed on the equivalence between Ec0 and EM (Ec0 = EM). As an alternative to simplified equations of the standard, two-parameter regression models were used. The geometric model with R² = 91.67% proved to be the model of best fit, which demonstrated that Ec0 could be calculated as a function of EM.
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spelling 2023-07-26T17:25:24Z2023-07-26T17:25:24Z202015232783288https://doi.org/10.15376/biores.15.2.3278-32881930-2126http://hdl.handle.net/1843/57022https://orcid.org/0000-0001-8667-1718https://orcid.org/0000-0003-3483-7506https://orcid.org/0000-0002-5709-1965https://orcid.org/0000-0001-9669-6820https://orcid.org/0000-0002-6204-0206https://orcid.org/0000-0003-3168-7055https://orcid.org/0000-0002-3510-8498https://orcid.org/0000-0002-4066-080XAccurate estimation of average modulus of elasticity in compression parallel to the grain (Ec0) is of paramount importance for rational sizing of timber structures, given the use of this property in the estimation of stability of compressed parts (ultimate limit state, ULS) and in calculation of excessive strains (serviceability limit state, SLS). In Brazil, if values cannot be experimentally determined, ABNT NBR 7190 (1997) allows for estimation of Ec0 through relations to average modulus of elasticity both in tension parallel to the grain (Et0) (Ec0 = Et0) and in bending (EM) (Ec0 = EM/0.90). This research aimed to access the efficiency of these relations by testing 30 tropical wood species. The analysis of variance results showed that Ec0 and Et0 were statistically equal. However, Ec0 and EM/0.90 were not statistically equal, and the method of least squares resulted in a coefficient of 0.98, which was 8.89% higher than the one suggested by ABNT NBR 7190 (1997) and close to 1, thus, validating the results of ANOVA, which pointed on the equivalence between Ec0 and EM (Ec0 = EM). As an alternative to simplified equations of the standard, two-parameter regression models were used. The geometric model with R² = 91.67% proved to be the model of best fit, which demonstrated that Ec0 could be calculated as a function of EM.A estimativa precisa do módulo de elasticidade médio na compressão paralela às fibras (Ec0) é de suma importância para o dimensionamento racional de estruturas de madeira, haja vista a utilização dessa propriedade na estimativa da estabilidade de peças comprimidas (estado limite último, ULS) e na cálculo de deformações excessivas (estado limite de utilização, SLS). No Brasil, caso os valores não possam ser determinados experimentalmente, a ABNT NBR 7190 (1997) permite a estimativa de Ec0 por meio de relações com o módulo de elasticidade médio tanto na tração paralela ao grão (Et0) (Ec0 = Et0) quanto na flexão (EM) ( Ec0 = EM/0,90). Esta pesquisa teve como objetivo avaliar a eficiência dessas relações testando 30 espécies de madeira tropical. Os resultados da análise de variância mostraram que Ec0 e Et0 foram estatisticamente iguais. Porém, Ec0 e EM/0,90 não foram estatisticamente iguais, e o método dos mínimos quadrados resultou em um coeficiente de 0,98, que foi 8,89% maior que o sugerido pela ABNT NBR 7190 (1997) e próximo de 1, validando assim o resultados da ANOVA, que apontaram para a equivalência entre Ec0 e EM (Ec0 = EM). Como alternativa às equações simplificadas do padrão, foram utilizados modelos de regressão de dois parâmetros. O modelo geométrico com R² = 91,67% se mostrou o modelo de melhor ajuste, o que demonstrou que Ec0 pode ser calculado em função de EM.engUniversidade Federal de Minas GeraisUFMGBrasilENG - DEPARTAMENTO DE ENGENHARIA MATERIAIS E DA CONSTRUÇÃO CIVILBioResourcesMadeiraAnálise de regressãoTestes mecânicosMadeira - estruturasHardwoodRegression modelMechanical propertiesTimber structureAnalysis relations between modulus of elasticity in compression, tension and in static bending of hardwoodsRelações de análise entre módulo de elasticidade na compressão, tração e na flexão estática de madeiras nobresinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlehttps://bioresources.cnr.ncsu.edu/resources/analysis-of-relations-between-the-moduli-of-elasticity-in-compression-tension-and-static-bending-of-hardwoods/João Paulo Boff AlmeidaVinicius Borges de Moura AquinoAnderson Renato Vobornik WolenskiCristiane Inácio de CamposJúlio César MolinaEduardo ChahudFrancisco Antonio Rocco LahrAndré Luis Christoforoapplication/pdfinfo:eu-repo/semantics/openAccessreponame:Repositório Institucional da UFMGinstname:Universidade Federal de Minas Gerais (UFMG)instacron:UFMGLICENSELicense.txtLicense.txttext/plain; charset=utf-82042https://repositorio.ufmg.br/bitstream/1843/57022/1/License.txtfa505098d172de0bc8864fc1287ffe22MD51ORIGINALAnalysis of relations between the moduli of elasticity in compression, tension, and static bending of hardwoods.pdfAnalysis of relations between the moduli of elasticity in compression, tension, and static bending of hardwoods.pdfapplication/pdf389141https://repositorio.ufmg.br/bitstream/1843/57022/2/Analysis%20of%20relations%20between%20the%20moduli%20of%20elasticity%20in%20compression%2c%20tension%2c%20and%20static%20bending%20of%20hardwoods.pdf4f7f96bfa2a7a34099e03ed1a848d14eMD521843/570222023-07-26 14:25:24.737oai:repositorio.ufmg.br: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Repositório de PublicaçõesPUBhttps://repositorio.ufmg.br/oaiopendoar:2023-07-26T17:25:24Repositório Institucional da UFMG - Universidade Federal de Minas Gerais (UFMG)false
dc.title.pt_BR.fl_str_mv Analysis relations between modulus of elasticity in compression, tension and in static bending of hardwoods
dc.title.alternative.pt_BR.fl_str_mv Relações de análise entre módulo de elasticidade na compressão, tração e na flexão estática de madeiras nobres
title Analysis relations between modulus of elasticity in compression, tension and in static bending of hardwoods
spellingShingle Analysis relations between modulus of elasticity in compression, tension and in static bending of hardwoods
João Paulo Boff Almeida
Hardwood
Regression model
Mechanical properties
Timber structure
Madeira
Análise de regressão
Testes mecânicos
Madeira - estruturas
title_short Analysis relations between modulus of elasticity in compression, tension and in static bending of hardwoods
title_full Analysis relations between modulus of elasticity in compression, tension and in static bending of hardwoods
title_fullStr Analysis relations between modulus of elasticity in compression, tension and in static bending of hardwoods
title_full_unstemmed Analysis relations between modulus of elasticity in compression, tension and in static bending of hardwoods
title_sort Analysis relations between modulus of elasticity in compression, tension and in static bending of hardwoods
author João Paulo Boff Almeida
author_facet João Paulo Boff Almeida
Vinicius Borges de Moura Aquino
Anderson Renato Vobornik Wolenski
Cristiane Inácio de Campos
Júlio César Molina
Eduardo Chahud
Francisco Antonio Rocco Lahr
André Luis Christoforo
author_role author
author2 Vinicius Borges de Moura Aquino
Anderson Renato Vobornik Wolenski
Cristiane Inácio de Campos
Júlio César Molina
Eduardo Chahud
Francisco Antonio Rocco Lahr
André Luis Christoforo
author2_role author
author
author
author
author
author
author
dc.contributor.author.fl_str_mv João Paulo Boff Almeida
Vinicius Borges de Moura Aquino
Anderson Renato Vobornik Wolenski
Cristiane Inácio de Campos
Júlio César Molina
Eduardo Chahud
Francisco Antonio Rocco Lahr
André Luis Christoforo
dc.subject.por.fl_str_mv Hardwood
Regression model
Mechanical properties
Timber structure
topic Hardwood
Regression model
Mechanical properties
Timber structure
Madeira
Análise de regressão
Testes mecânicos
Madeira - estruturas
dc.subject.other.pt_BR.fl_str_mv Madeira
Análise de regressão
Testes mecânicos
Madeira - estruturas
description Accurate estimation of average modulus of elasticity in compression parallel to the grain (Ec0) is of paramount importance for rational sizing of timber structures, given the use of this property in the estimation of stability of compressed parts (ultimate limit state, ULS) and in calculation of excessive strains (serviceability limit state, SLS). In Brazil, if values cannot be experimentally determined, ABNT NBR 7190 (1997) allows for estimation of Ec0 through relations to average modulus of elasticity both in tension parallel to the grain (Et0) (Ec0 = Et0) and in bending (EM) (Ec0 = EM/0.90). This research aimed to access the efficiency of these relations by testing 30 tropical wood species. The analysis of variance results showed that Ec0 and Et0 were statistically equal. However, Ec0 and EM/0.90 were not statistically equal, and the method of least squares resulted in a coefficient of 0.98, which was 8.89% higher than the one suggested by ABNT NBR 7190 (1997) and close to 1, thus, validating the results of ANOVA, which pointed on the equivalence between Ec0 and EM (Ec0 = EM). As an alternative to simplified equations of the standard, two-parameter regression models were used. The geometric model with R² = 91.67% proved to be the model of best fit, which demonstrated that Ec0 could be calculated as a function of EM.
publishDate 2020
dc.date.issued.fl_str_mv 2020
dc.date.accessioned.fl_str_mv 2023-07-26T17:25:24Z
dc.date.available.fl_str_mv 2023-07-26T17:25:24Z
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://hdl.handle.net/1843/57022
dc.identifier.doi.pt_BR.fl_str_mv https://doi.org/10.15376/biores.15.2.3278-3288
dc.identifier.issn.pt_BR.fl_str_mv 1930-2126
dc.identifier.orcid.pt_BR.fl_str_mv https://orcid.org/0000-0001-8667-1718
https://orcid.org/0000-0003-3483-7506
https://orcid.org/0000-0002-5709-1965
https://orcid.org/0000-0001-9669-6820
https://orcid.org/0000-0002-6204-0206
https://orcid.org/0000-0003-3168-7055
https://orcid.org/0000-0002-3510-8498
https://orcid.org/0000-0002-4066-080X
url https://doi.org/10.15376/biores.15.2.3278-3288
http://hdl.handle.net/1843/57022
https://orcid.org/0000-0001-8667-1718
https://orcid.org/0000-0003-3483-7506
https://orcid.org/0000-0002-5709-1965
https://orcid.org/0000-0001-9669-6820
https://orcid.org/0000-0002-6204-0206
https://orcid.org/0000-0003-3168-7055
https://orcid.org/0000-0002-3510-8498
https://orcid.org/0000-0002-4066-080X
identifier_str_mv 1930-2126
dc.language.iso.fl_str_mv eng
language eng
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dc.publisher.none.fl_str_mv Universidade Federal de Minas Gerais
dc.publisher.initials.fl_str_mv UFMG
dc.publisher.country.fl_str_mv Brasil
dc.publisher.department.fl_str_mv ENG - DEPARTAMENTO DE ENGENHARIA MATERIAIS E DA CONSTRUÇÃO CIVIL
publisher.none.fl_str_mv Universidade Federal de Minas Gerais
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reponame_str Repositório Institucional da UFMG
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