Deflections in beams of Argentinean Eucalyptus grandis under long-term loading

Autores
Piter, Juan Carlos Jesús; Zerbino, Raúl Luis; Blaß, H.J.
Año de publicación
2006
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
The present paper reports the results of an investigation regarding the analysis of deflections in structural-sized beams of fast-growth Argentinean Eucalyptus grandis under a one-year loading and in indoor climate. An empirical research project with a sample containing 16 beams was carried out. 8 pieces were free of pith and another 8 pieces contained pith. The results obtained allow to compare the creep behaviour of this timber species with those reported by other researchers for both structural-sized and small-clear specimens. The research confirms the design rules adopted by Eurocode 5 for calculating the creep deflections of this timber species under a long-term load. Results also evidence a slight influence of the presence of pith on creep, confirming similar creep behaviour for different qualities of this timber species.
Facultad de Ingeniería
Materia
Ingeniería Civil
Creep behaviour
Eucalyptus
Creep rate
Timber
Timber species
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:10915/127320
Acceder
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network_name_str SEDICI (UNLP)
spelling Deflections in beams of Argentinean Eucalyptus grandis under long-term loadingPiter, Juan Carlos JesúsZerbino, Raúl LuisBlaß, H.J.Ingeniería CivilCreep behaviourEucalyptusCreep rateTimberTimber speciesThe present paper reports the results of an investigation regarding the analysis of deflections in structural-sized beams of fast-growth Argentinean Eucalyptus grandis under a one-year loading and in indoor climate. An empirical research project with a sample containing 16 beams was carried out. 8 pieces were free of pith and another 8 pieces contained pith. The results obtained allow to compare the creep behaviour of this timber species with those reported by other researchers for both structural-sized and small-clear specimens. The research confirms the design rules adopted by Eurocode 5 for calculating the creep deflections of this timber species under a long-term load. Results also evidence a slight influence of the presence of pith on creep, confirming similar creep behaviour for different qualities of this timber species.Facultad de Ingeniería2006-01-10info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionArticulohttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdf351-355http://sedici.unlp.edu.ar/handle/10915/127320enginfo:eu-repo/semantics/altIdentifier/issn/0018-3768info:eu-repo/semantics/altIdentifier/issn/1436-736Xinfo:eu-repo/semantics/altIdentifier/doi/10.1007/s00107-005-0085-5info: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:UNLP2025-11-12T10:54:59Zoai:sedici.unlp.edu.ar:10915/127320Institucionalhttp://sedici.unlp.edu.ar/Universidad públicaNo correspondehttp://sedici.unlp.edu.ar/oai/snrdalira@sedici.unlp.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:13292025-11-12 10:54:59.459SEDICI (UNLP) - Universidad Nacional de La Platafalse
dc.title.none.fl_str_mv Deflections in beams of Argentinean Eucalyptus grandis under long-term loading
title Deflections in beams of Argentinean Eucalyptus grandis under long-term loading
spellingShingle Deflections in beams of Argentinean Eucalyptus grandis under long-term loading
Piter, Juan Carlos Jesús
Ingeniería Civil
Creep behaviour
Eucalyptus
Creep rate
Timber
Timber species
title_short Deflections in beams of Argentinean Eucalyptus grandis under long-term loading
title_full Deflections in beams of Argentinean Eucalyptus grandis under long-term loading
title_fullStr Deflections in beams of Argentinean Eucalyptus grandis under long-term loading
title_full_unstemmed Deflections in beams of Argentinean Eucalyptus grandis under long-term loading
title_sort Deflections in beams of Argentinean Eucalyptus grandis under long-term loading
dc.creator.none.fl_str_mv Piter, Juan Carlos Jesús
Zerbino, Raúl Luis
Blaß, H.J.
author Piter, Juan Carlos Jesús
author_facet Piter, Juan Carlos Jesús
Zerbino, Raúl Luis
Blaß, H.J.
author_role author
author2 Zerbino, Raúl Luis
Blaß, H.J.
author2_role author
author
dc.subject.none.fl_str_mv Ingeniería Civil
Creep behaviour
Eucalyptus
Creep rate
Timber
Timber species
topic Ingeniería Civil
Creep behaviour
Eucalyptus
Creep rate
Timber
Timber species
dc.description.none.fl_txt_mv The present paper reports the results of an investigation regarding the analysis of deflections in structural-sized beams of fast-growth Argentinean Eucalyptus grandis under a one-year loading and in indoor climate. An empirical research project with a sample containing 16 beams was carried out. 8 pieces were free of pith and another 8 pieces contained pith. The results obtained allow to compare the creep behaviour of this timber species with those reported by other researchers for both structural-sized and small-clear specimens. The research confirms the design rules adopted by Eurocode 5 for calculating the creep deflections of this timber species under a long-term load. Results also evidence a slight influence of the presence of pith on creep, confirming similar creep behaviour for different qualities of this timber species.
Facultad de Ingeniería
description The present paper reports the results of an investigation regarding the analysis of deflections in structural-sized beams of fast-growth Argentinean Eucalyptus grandis under a one-year loading and in indoor climate. An empirical research project with a sample containing 16 beams was carried out. 8 pieces were free of pith and another 8 pieces contained pith. The results obtained allow to compare the creep behaviour of this timber species with those reported by other researchers for both structural-sized and small-clear specimens. The research confirms the design rules adopted by Eurocode 5 for calculating the creep deflections of this timber species under a long-term load. Results also evidence a slight influence of the presence of pith on creep, confirming similar creep behaviour for different qualities of this timber species.
publishDate 2006
dc.date.none.fl_str_mv 2006-01-10
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
Articulo
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv http://sedici.unlp.edu.ar/handle/10915/127320
url http://sedici.unlp.edu.ar/handle/10915/127320
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/s00107-005-0085-5
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/
Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)
dc.format.none.fl_str_mv application/pdf
351-355
dc.source.none.fl_str_mv reponame:SEDICI (UNLP)
instname:Universidad Nacional de La Plata
instacron:UNLP
reponame_str SEDICI (UNLP)
collection SEDICI (UNLP)
instname_str Universidad Nacional de La Plata
instacron_str UNLP
institution UNLP
repository.name.fl_str_mv SEDICI (UNLP) - Universidad Nacional de La Plata
repository.mail.fl_str_mv alira@sedici.unlp.edu.ar
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