Visual strength grading of Argentinean <i>Eucalyptus grandis</i> : Strength, stiffness and density profiles and corresponding limits for the main grading parameters

Autores
Piter, Juan Carlos Jesús; Zerbino, Raúl Luis; Blaß, Hans Joachim
Año de publicación
2004
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
The present paper reports the results of an investigation regarding the design of a method for visually grading sawn timber of Argentinean Eucalyptus grandis. An empirical research project with four samples of beams and one sample of boards subjected to bending, one sample of boards subjected to tension and one sample of specimens subjected to compression, was carried out. The results obtained with specimens in structural sizes show the influence of the more important strength and stiffness reducing growth characteristics and allow to analyse different strength, stiffness and density profiles in comparison with the international strength class system established in the European standard EN 338. The research also reveals particularities for this timber species as the high ratio of modulus of elasticity and strength to density, in comparison with other deciduous species, among others.
Dieser Beitrag fasst die Ergebnisse einer Studie zusammen, in der die Mglichkeiten einer visuellen Festigkeitssortierung von Eucalyptus grandis aus Argentinien untersucht wurden. Die Untersuchung umfasste vier Teilstichproben mit Kanthlzern und eine Teilstichprobe mit Brettern in Biegeversuchen und jeweils eine Teilstichprobe mit Zug- bzw. Druckprfkrpern. Die Ergebnisse der Versuche mit Prfkrpern in Bauholzabmessungen zeigen den Einfluss der wichtigsten visuellen Sortierparameter und erlauben die Einteilung von Bauholz aus Eucalyptus grandis in unterschiedliche Festigkeitsklassen nach EN 338. Die vorliegende Studie zeigt darber hinaus besondere Eigenschaften dieser Laubholzart wie das hohe Verh ltnis von Elastizitätsmodul und Festigkeit zur Rohdichte.
Facultad de Ingeniería
Materia
Ingeniería Civil
Stiffness
Eucalyptus
Hardwood
Elastic modulus
Bending
Nivel de accesibilidad
acceso abierto
Condiciones de uso
http://creativecommons.org/licenses/by-nc-sa/4.0/
Repositorio
SEDICI (UNLP)
Institución
Universidad Nacional de La Plata
OAI Identificador
oai:sedici.unlp.edu.ar:10915/127032

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network_name_str SEDICI (UNLP)
spelling Visual strength grading of Argentinean <i>Eucalyptus grandis</i> : Strength, stiffness and density profiles and corresponding limits for the main grading parametersVisuelle Festigkeitssortierung von Eucalyptus grandis aus Argentinien Festigkeits-, Steifigkeits- und Rohdichteprofile und zugehörige Grenzwerte der SortierparameterPiter, Juan Carlos JesúsZerbino, Raúl LuisBlaß, Hans JoachimIngeniería CivilStiffnessEucalyptusHardwoodElastic modulusBendingThe present paper reports the results of an investigation regarding the design of a method for visually grading sawn timber of Argentinean Eucalyptus grandis. An empirical research project with four samples of beams and one sample of boards subjected to bending, one sample of boards subjected to tension and one sample of specimens subjected to compression, was carried out. The results obtained with specimens in structural sizes show the influence of the more important strength and stiffness reducing growth characteristics and allow to analyse different strength, stiffness and density profiles in comparison with the international strength class system established in the European standard EN 338. The research also reveals particularities for this timber species as the high ratio of modulus of elasticity and strength to density, in comparison with other deciduous species, among others.Dieser Beitrag fasst die Ergebnisse einer Studie zusammen, in der die Mglichkeiten einer visuellen Festigkeitssortierung von Eucalyptus grandis aus Argentinien untersucht wurden. Die Untersuchung umfasste vier Teilstichproben mit Kanthlzern und eine Teilstichprobe mit Brettern in Biegeversuchen und jeweils eine Teilstichprobe mit Zug- bzw. Druckprfkrpern. Die Ergebnisse der Versuche mit Prfkrpern in Bauholzabmessungen zeigen den Einfluss der wichtigsten visuellen Sortierparameter und erlauben die Einteilung von Bauholz aus Eucalyptus grandis in unterschiedliche Festigkeitsklassen nach EN 338. Die vorliegende Studie zeigt darber hinaus besondere Eigenschaften dieser Laubholzart wie das hohe Verh ltnis von Elastizitätsmodul und Festigkeit zur Rohdichte.Facultad de Ingeniería2004-03-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionArticulohttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdf1-8http://sedici.unlp.edu.ar/handle/10915/127032enginfo:eu-repo/semantics/altIdentifier/issn/0018-3768info:eu-repo/semantics/altIdentifier/issn/1436-736Xinfo:eu-repo/semantics/altIdentifier/doi/10.1007/s00107-003-0433-2info:eu-repo/semantics/openAccesshttp://creativecommons.org/licenses/by-nc-sa/4.0/Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)reponame:SEDICI (UNLP)instname:Universidad Nacional de La Platainstacron:UNLP2025-09-29T11:30:42Zoai:sedici.unlp.edu.ar:10915/127032Institucionalhttp://sedici.unlp.edu.ar/Universidad públicaNo correspondehttp://sedici.unlp.edu.ar/oai/snrdalira@sedici.unlp.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:13292025-09-29 11:30:43.151SEDICI (UNLP) - Universidad Nacional de La Platafalse
dc.title.none.fl_str_mv Visual strength grading of Argentinean <i>Eucalyptus grandis</i> : Strength, stiffness and density profiles and corresponding limits for the main grading parameters
Visuelle Festigkeitssortierung von Eucalyptus grandis aus Argentinien Festigkeits-, Steifigkeits- und Rohdichteprofile und zugehörige Grenzwerte der Sortierparameter
title Visual strength grading of Argentinean <i>Eucalyptus grandis</i> : Strength, stiffness and density profiles and corresponding limits for the main grading parameters
spellingShingle Visual strength grading of Argentinean <i>Eucalyptus grandis</i> : Strength, stiffness and density profiles and corresponding limits for the main grading parameters
Piter, Juan Carlos Jesús
Ingeniería Civil
Stiffness
Eucalyptus
Hardwood
Elastic modulus
Bending
title_short Visual strength grading of Argentinean <i>Eucalyptus grandis</i> : Strength, stiffness and density profiles and corresponding limits for the main grading parameters
title_full Visual strength grading of Argentinean <i>Eucalyptus grandis</i> : Strength, stiffness and density profiles and corresponding limits for the main grading parameters
title_fullStr Visual strength grading of Argentinean <i>Eucalyptus grandis</i> : Strength, stiffness and density profiles and corresponding limits for the main grading parameters
title_full_unstemmed Visual strength grading of Argentinean <i>Eucalyptus grandis</i> : Strength, stiffness and density profiles and corresponding limits for the main grading parameters
title_sort Visual strength grading of Argentinean <i>Eucalyptus grandis</i> : Strength, stiffness and density profiles and corresponding limits for the main grading parameters
dc.creator.none.fl_str_mv Piter, Juan Carlos Jesús
Zerbino, Raúl Luis
Blaß, Hans Joachim
author Piter, Juan Carlos Jesús
author_facet Piter, Juan Carlos Jesús
Zerbino, Raúl Luis
Blaß, Hans Joachim
author_role author
author2 Zerbino, Raúl Luis
Blaß, Hans Joachim
author2_role author
author
dc.subject.none.fl_str_mv Ingeniería Civil
Stiffness
Eucalyptus
Hardwood
Elastic modulus
Bending
topic Ingeniería Civil
Stiffness
Eucalyptus
Hardwood
Elastic modulus
Bending
dc.description.none.fl_txt_mv The present paper reports the results of an investigation regarding the design of a method for visually grading sawn timber of Argentinean Eucalyptus grandis. An empirical research project with four samples of beams and one sample of boards subjected to bending, one sample of boards subjected to tension and one sample of specimens subjected to compression, was carried out. The results obtained with specimens in structural sizes show the influence of the more important strength and stiffness reducing growth characteristics and allow to analyse different strength, stiffness and density profiles in comparison with the international strength class system established in the European standard EN 338. The research also reveals particularities for this timber species as the high ratio of modulus of elasticity and strength to density, in comparison with other deciduous species, among others.
Dieser Beitrag fasst die Ergebnisse einer Studie zusammen, in der die Mglichkeiten einer visuellen Festigkeitssortierung von Eucalyptus grandis aus Argentinien untersucht wurden. Die Untersuchung umfasste vier Teilstichproben mit Kanthlzern und eine Teilstichprobe mit Brettern in Biegeversuchen und jeweils eine Teilstichprobe mit Zug- bzw. Druckprfkrpern. Die Ergebnisse der Versuche mit Prfkrpern in Bauholzabmessungen zeigen den Einfluss der wichtigsten visuellen Sortierparameter und erlauben die Einteilung von Bauholz aus Eucalyptus grandis in unterschiedliche Festigkeitsklassen nach EN 338. Die vorliegende Studie zeigt darber hinaus besondere Eigenschaften dieser Laubholzart wie das hohe Verh ltnis von Elastizitätsmodul und Festigkeit zur Rohdichte.
Facultad de Ingeniería
description The present paper reports the results of an investigation regarding the design of a method for visually grading sawn timber of Argentinean Eucalyptus grandis. An empirical research project with four samples of beams and one sample of boards subjected to bending, one sample of boards subjected to tension and one sample of specimens subjected to compression, was carried out. The results obtained with specimens in structural sizes show the influence of the more important strength and stiffness reducing growth characteristics and allow to analyse different strength, stiffness and density profiles in comparison with the international strength class system established in the European standard EN 338. The research also reveals particularities for this timber species as the high ratio of modulus of elasticity and strength to density, in comparison with other deciduous species, among others.
publishDate 2004
dc.date.none.fl_str_mv 2004-03-01
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
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http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str publishedVersion
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dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/issn/0018-3768
info:eu-repo/semantics/altIdentifier/issn/1436-736X
info:eu-repo/semantics/altIdentifier/doi/10.1007/s00107-003-0433-2
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
http://creativecommons.org/licenses/by-nc-sa/4.0/
Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)
eu_rights_str_mv openAccess
rights_invalid_str_mv http://creativecommons.org/licenses/by-nc-sa/4.0/
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