Load-carrying capacity of timber-to-timber joints of fast-growing Argentinean Eucalyptus grandis with nails of small diameter laterally loaded in double shear. Analysis according t...

Autores
Piter, Juan Carlos Jesús; Sosa Zitto, María Alexandra; Köhler, Jochen
Año de publicación
2013
Idioma
inglés
Tipo de recurso
artículo
Estado
versión aceptada
Descripción
The present paper reports the results of an investigation regarding the study of the load-carrying capacity of connections with nails of small diameter pneumatically driven in timber-to-timber joints of fast-growing Argentinean Eucalyptus grandis. The effectiveness of the equations provided by the Eurocode 5 (EN 1995-1-1 2005) for calculating the lateral load-carrying capacity of these joints was checked for the specimens exhibiting the geometrical parameters adopted by the European design rule and also for those with reduced spacing and end distances. A failure mode presenting features common to both j and k types of failure according to the criterion of the European design rule confirmed that the plastic hinges could be developed before brittle failure due to splitting or block shear occurred, even if the specimens present reduced spacing and end distances. The load-slip curves confirmed ductile behaviour for all cases. The empirical results showed that the structural design is situated on the conservative side if the equations adopted by the Eurocode 5 (EN 1995-1-1 2005) are applied to the analysed connections when the spacing and end distances recommended by this design rule are used. The results also showed that the joint area may be decreased up to 31% in relation to that corresponding to the recommended spacing and end distances without reducing the load-bearing capacity below the characteristic value determined according to the European design rule.
Fil: Piter, Juan Carlos Jesús. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Civil. Grupo de Estudio de Maderas; Argentina.
Fil: Sosa Zitto, María Alexandra. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Civil. Grupo de Estudio de Maderas; Argentina.
Fil: Köhler, Jochen. University of Science and Technology. Department of Structural Engineering; Noruega.
Peer Reviewed
Materia
Eucaliptus Grandis
Madera estructural
Nivel de accesibilidad
acceso abierto
Condiciones de uso
http://creativecommons.org/licenses/by-nc-nd/3.0/us/
Repositorio
Repositorio Institucional Abierto (UTN)
Institución
Universidad Tecnológica Nacional
OAI Identificador
oai:ria.utn.edu.ar:20.500.12272/605
Acceder
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network_acronym_str RIAUTN
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network_name_str Repositorio Institucional Abierto (UTN)
spelling Load-carrying capacity of timber-to-timber joints of fast-growing Argentinean Eucalyptus grandis with nails of small diameter laterally loaded in double shear. Analysis according to the criterion adopted by European standardsPiter, Juan Carlos JesúsSosa Zitto, María AlexandraKöhler, JochenEucaliptus GrandisMadera estructuralThe present paper reports the results of an investigation regarding the study of the load-carrying capacity of connections with nails of small diameter pneumatically driven in timber-to-timber joints of fast-growing Argentinean Eucalyptus grandis. The effectiveness of the equations provided by the Eurocode 5 (EN 1995-1-1 2005) for calculating the lateral load-carrying capacity of these joints was checked for the specimens exhibiting the geometrical parameters adopted by the European design rule and also for those with reduced spacing and end distances. A failure mode presenting features common to both j and k types of failure according to the criterion of the European design rule confirmed that the plastic hinges could be developed before brittle failure due to splitting or block shear occurred, even if the specimens present reduced spacing and end distances. The load-slip curves confirmed ductile behaviour for all cases. The empirical results showed that the structural design is situated on the conservative side if the equations adopted by the Eurocode 5 (EN 1995-1-1 2005) are applied to the analysed connections when the spacing and end distances recommended by this design rule are used. The results also showed that the joint area may be decreased up to 31% in relation to that corresponding to the recommended spacing and end distances without reducing the load-bearing capacity below the characteristic value determined according to the European design rule.Fil: Piter, Juan Carlos Jesús. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Civil. Grupo de Estudio de Maderas; Argentina.Fil: Sosa Zitto, María Alexandra. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Civil. Grupo de Estudio de Maderas; Argentina.Fil: Köhler, Jochen. University of Science and Technology. Department of Structural Engineering; Noruega.Peer Reviewed2016-06-08T13:32:09Z2016-06-08T13:32:09Z2013-09-13info:eu-repo/semantics/articleinfo:eu-repo/semantics/acceptedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/20.500.12272/605engBejtka I, Bla HJ (2002) Joints with inclined screws. Paper 35-7-5, Proceedings, CIB-W18 Meeting, Kyoto, JapanBla HJ (1991) Untersuchungen zur Lastverteilung in Nagel verbindungen. Holz als Roh- und Werkstoff 49: 21-26Chui, Ying H, N Chun (2000) Performance of wood joints fastened with power-driven nails. Proceedings of the 6th World Conference on Timber Engineering (WCTE2000), British Columbia, Canada.EN 384 (2010) Structural timber–Determination of characteristic values of mechanical properties and density. European Committee for Standardization, BrusselsEN 409 (2009) Timber structures–Test methods–Determination of the yield moment of dowel type fasteners. European Committee for Standardization, BrusselsEN 1380 (2009) Timber structures–Test methods–Load bearing nails, screws, dowels and bolts. European Committee for Standardization, BrusselsEN 1382 (2000) Timber structures–Test methods–Withdrawal capacity of timber fasteners. European Committee for Standardization, BrusselsHartl H (1995) Truss connections with dowel-type fasteners. In: Timber Engineering STEP 2, pp. D1/1-1/13. Centrum Hout, The NetherlandsHilson BO (1995a) Nailed joints. In: Informationsdienst Holz, Holzbauwerke, STEP 3. Arbeitsgemeinschaft Holz e. V., Düsseldorf, pp 7/1-7/22INTA (1995) Manual for producers of eucalyptus of the Argentinean Mesopotamia. Forestry Group, National Institute of Technology for Farming, EEA Concordia, Argentina (In Spanish)IRAM 9662-2 (2006) Glued laminated timber. Visual strength grading of boards, part 2: boards of Eucalyptus grandis. Argentinean Institute for Standardization and Certification, Buenos Aires (In Spanish)Argentinainfo:eu-repo/semantics/openAccesshttp://creativecommons.org/licenses/by-nc-nd/3.0/us/Piter, Juan Carlos Jesús ; Sosa Zitto, María Alexandra ; Köhler, J.No comercial con fines académicos.Attribution-NonCommercial-NoDerivs 3.0 United Statesreponame:Repositorio Institucional Abierto (UTN)instname:Universidad Tecnológica Nacional2025-09-29T14:29:40Zoai:ria.utn.edu.ar:20.500.12272/605instacron:UTNInstitucionalhttp://ria.utn.edu.ar/Universidad públicaNo correspondehttp://ria.utn.edu.ar/oaigestionria@rec.utn.edu.ar; fsuarez@rec.utn.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:a2025-09-29 14:29:40.435Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacionalfalse
dc.title.none.fl_str_mv Load-carrying capacity of timber-to-timber joints of fast-growing Argentinean Eucalyptus grandis with nails of small diameter laterally loaded in double shear. Analysis according to the criterion adopted by European standards
title Load-carrying capacity of timber-to-timber joints of fast-growing Argentinean Eucalyptus grandis with nails of small diameter laterally loaded in double shear. Analysis according to the criterion adopted by European standards
spellingShingle Load-carrying capacity of timber-to-timber joints of fast-growing Argentinean Eucalyptus grandis with nails of small diameter laterally loaded in double shear. Analysis according to the criterion adopted by European standards
Piter, Juan Carlos Jesús
Eucaliptus Grandis
Madera estructural
title_short Load-carrying capacity of timber-to-timber joints of fast-growing Argentinean Eucalyptus grandis with nails of small diameter laterally loaded in double shear. Analysis according to the criterion adopted by European standards
title_full Load-carrying capacity of timber-to-timber joints of fast-growing Argentinean Eucalyptus grandis with nails of small diameter laterally loaded in double shear. Analysis according to the criterion adopted by European standards
title_fullStr Load-carrying capacity of timber-to-timber joints of fast-growing Argentinean Eucalyptus grandis with nails of small diameter laterally loaded in double shear. Analysis according to the criterion adopted by European standards
title_full_unstemmed Load-carrying capacity of timber-to-timber joints of fast-growing Argentinean Eucalyptus grandis with nails of small diameter laterally loaded in double shear. Analysis according to the criterion adopted by European standards
title_sort Load-carrying capacity of timber-to-timber joints of fast-growing Argentinean Eucalyptus grandis with nails of small diameter laterally loaded in double shear. Analysis according to the criterion adopted by European standards
dc.creator.none.fl_str_mv Piter, Juan Carlos Jesús
Sosa Zitto, María Alexandra
Köhler, Jochen
author Piter, Juan Carlos Jesús
author_facet Piter, Juan Carlos Jesús
Sosa Zitto, María Alexandra
Köhler, Jochen
author_role author
author2 Sosa Zitto, María Alexandra
Köhler, Jochen
author2_role author
author
dc.subject.none.fl_str_mv Eucaliptus Grandis
Madera estructural
topic Eucaliptus Grandis
Madera estructural
dc.description.none.fl_txt_mv The present paper reports the results of an investigation regarding the study of the load-carrying capacity of connections with nails of small diameter pneumatically driven in timber-to-timber joints of fast-growing Argentinean Eucalyptus grandis. The effectiveness of the equations provided by the Eurocode 5 (EN 1995-1-1 2005) for calculating the lateral load-carrying capacity of these joints was checked for the specimens exhibiting the geometrical parameters adopted by the European design rule and also for those with reduced spacing and end distances. A failure mode presenting features common to both j and k types of failure according to the criterion of the European design rule confirmed that the plastic hinges could be developed before brittle failure due to splitting or block shear occurred, even if the specimens present reduced spacing and end distances. The load-slip curves confirmed ductile behaviour for all cases. The empirical results showed that the structural design is situated on the conservative side if the equations adopted by the Eurocode 5 (EN 1995-1-1 2005) are applied to the analysed connections when the spacing and end distances recommended by this design rule are used. The results also showed that the joint area may be decreased up to 31% in relation to that corresponding to the recommended spacing and end distances without reducing the load-bearing capacity below the characteristic value determined according to the European design rule.
Fil: Piter, Juan Carlos Jesús. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Civil. Grupo de Estudio de Maderas; Argentina.
Fil: Sosa Zitto, María Alexandra. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Civil. Grupo de Estudio de Maderas; Argentina.
Fil: Köhler, Jochen. University of Science and Technology. Department of Structural Engineering; Noruega.
Peer Reviewed
description The present paper reports the results of an investigation regarding the study of the load-carrying capacity of connections with nails of small diameter pneumatically driven in timber-to-timber joints of fast-growing Argentinean Eucalyptus grandis. The effectiveness of the equations provided by the Eurocode 5 (EN 1995-1-1 2005) for calculating the lateral load-carrying capacity of these joints was checked for the specimens exhibiting the geometrical parameters adopted by the European design rule and also for those with reduced spacing and end distances. A failure mode presenting features common to both j and k types of failure according to the criterion of the European design rule confirmed that the plastic hinges could be developed before brittle failure due to splitting or block shear occurred, even if the specimens present reduced spacing and end distances. The load-slip curves confirmed ductile behaviour for all cases. The empirical results showed that the structural design is situated on the conservative side if the equations adopted by the Eurocode 5 (EN 1995-1-1 2005) are applied to the analysed connections when the spacing and end distances recommended by this design rule are used. The results also showed that the joint area may be decreased up to 31% in relation to that corresponding to the recommended spacing and end distances without reducing the load-bearing capacity below the characteristic value determined according to the European design rule.
publishDate 2013
dc.date.none.fl_str_mv 2013-09-13
2016-06-08T13:32:09Z
2016-06-08T13:32:09Z
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/acceptedVersion
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str acceptedVersion
dc.identifier.none.fl_str_mv http://hdl.handle.net/20.500.12272/605
url http://hdl.handle.net/20.500.12272/605
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Bejtka I, Bla HJ (2002) Joints with inclined screws. Paper 35-7-5, Proceedings, CIB-W18 Meeting, Kyoto, Japan
Bla HJ (1991) Untersuchungen zur Lastverteilung in Nagel verbindungen. Holz als Roh- und Werkstoff 49: 21-26
Chui, Ying H, N Chun (2000) Performance of wood joints fastened with power-driven nails. Proceedings of the 6th World Conference on Timber Engineering (WCTE2000), British Columbia, Canada.
EN 384 (2010) Structural timber–Determination of characteristic values of mechanical properties and density. European Committee for Standardization, Brussels
EN 409 (2009) Timber structures–Test methods–Determination of the yield moment of dowel type fasteners. European Committee for Standardization, Brussels
EN 1380 (2009) Timber structures–Test methods–Load bearing nails, screws, dowels and bolts. European Committee for Standardization, Brussels
EN 1382 (2000) Timber structures–Test methods–Withdrawal capacity of timber fasteners. European Committee for Standardization, Brussels
Hartl H (1995) Truss connections with dowel-type fasteners. In: Timber Engineering STEP 2, pp. D1/1-1/13. Centrum Hout, The Netherlands
Hilson BO (1995a) Nailed joints. In: Informationsdienst Holz, Holzbauwerke, STEP 3. Arbeitsgemeinschaft Holz e. V., Düsseldorf, pp 7/1-7/22
INTA (1995) Manual for producers of eucalyptus of the Argentinean Mesopotamia. Forestry Group, National Institute of Technology for Farming, EEA Concordia, Argentina (In Spanish)
IRAM 9662-2 (2006) Glued laminated timber. Visual strength grading of boards, part 2: boards of Eucalyptus grandis. Argentinean Institute for Standardization and Certification, Buenos Aires (In Spanish)
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
http://creativecommons.org/licenses/by-nc-nd/3.0/us/
Piter, Juan Carlos Jesús ; Sosa Zitto, María Alexandra ; Köhler, J.
No comercial con fines académicos.
Attribution-NonCommercial-NoDerivs 3.0 United States
eu_rights_str_mv openAccess
rights_invalid_str_mv http://creativecommons.org/licenses/by-nc-nd/3.0/us/
Piter, Juan Carlos Jesús ; Sosa Zitto, María Alexandra ; Köhler, J.
No comercial con fines académicos.
Attribution-NonCommercial-NoDerivs 3.0 United States
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.coverage.none.fl_str_mv Argentina
dc.source.none.fl_str_mv reponame:Repositorio Institucional Abierto (UTN)
instname:Universidad Tecnológica Nacional
reponame_str Repositorio Institucional Abierto (UTN)
collection Repositorio Institucional Abierto (UTN)
instname_str Universidad Tecnológica Nacional
repository.name.fl_str_mv Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacional
repository.mail.fl_str_mv gestionria@rec.utn.edu.ar; fsuarez@rec.utn.edu.ar
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score 12.559606

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