| dc.creator | Piter, Juan Carlos Jesús | |
| dc.creator | Sosa Zitto, María Alexandra | |
| dc.creator | Köhler, Jochen | |
| dc.date | 2016-06-08T13:32:09Z | |
| dc.date | 2016-06-08T13:32:09Z | |
| dc.date | 2013-09-13 | |
| dc.date.accessioned | 2023-08-31T13:51:16Z | |
| dc.date.available | 2023-08-31T13:51:16Z | |
| dc.identifier | http://hdl.handle.net/20.500.12272/605 | |
| dc.identifier.uri | https://repositorioslatinoamericanos.uchile.cl/handle/2250/8544316 | |
| dc.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. | |
| dc.description | Fil: Piter, Juan Carlos Jesús. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Civil. Grupo de Estudio de Maderas; Argentina. | |
| dc.description | Fil: Sosa Zitto, María Alexandra. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Civil. Grupo de Estudio de Maderas; Argentina. | |
| dc.description | Fil: Köhler, Jochen. University of Science and Technology. Department of Structural Engineering; Noruega. | |
| dc.description | Peer Reviewed | |
| dc.format | application/pdf | |
| dc.language | eng | |
| dc.relation | Bejtka I, Bla HJ (2002) Joints with inclined screws. Paper 35-7-5, Proceedings, CIB-W18 Meeting, Kyoto, Japan | |
| dc.relation | Bla HJ (1991) Untersuchungen zur Lastverteilung in Nagel verbindungen. Holz als Roh- und Werkstoff 49: 21-26 | |
| dc.relation | 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. | |
| dc.relation | EN 384 (2010) Structural timber–Determination of characteristic values of mechanical properties and density. European Committee for Standardization, Brussels | |
| dc.relation | EN 409 (2009) Timber structures–Test methods–Determination of the yield moment of dowel type fasteners. European Committee for Standardization, Brussels | |
| dc.relation | EN 1380 (2009) Timber structures–Test methods–Load bearing nails, screws, dowels and bolts. European Committee for Standardization, Brussels | |
| dc.relation | EN 1382 (2000) Timber structures–Test methods–Withdrawal capacity of timber fasteners. European Committee for Standardization, Brussels | |
| dc.relation | Hartl H (1995) Truss connections with dowel-type fasteners. In: Timber Engineering STEP 2, pp. D1/1-1/13. Centrum Hout, The Netherlands | |
| dc.relation | Hilson BO (1995a) Nailed joints. In: Informationsdienst Holz, Holzbauwerke, STEP 3. Arbeitsgemeinschaft Holz e. V., Düsseldorf, pp 7/1-7/22 | |
| dc.relation | INTA (1995) Manual for producers of eucalyptus of the Argentinean Mesopotamia. Forestry Group, National Institute of Technology for Farming, EEA Concordia, Argentina (In Spanish) | |
| dc.relation | 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 | info:eu-repo/semantics/openAccess | |
| dc.rights | http://creativecommons.org/licenses/by-nc-nd/3.0/us/ | |
| dc.rights | Piter, Juan Carlos Jesús ; Sosa Zitto, María Alexandra ; Köhler, J. | |
| dc.rights | No comercial con fines académicos. | |
| dc.rights | Attribution-NonCommercial-NoDerivs 3.0 United States | |
| dc.subject | Eucaliptus Grandis | |
| dc.subject | Madera estructural | |
| dc.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 | |
| dc.type | info:eu-repo/semantics/article | |
| dc.type | info:eu-repo/semantics/acceptedVersion | |
| dc.type | info:ar-repo/semantics/artículo | |
| dc.coverage | Argentina | |
