Mostrar el registro sencillo del ítem
Flexural strength characterisation of oblique radiata pine splice joints
dc.contributor.author | Rodríguez-Grau G | |
dc.contributor.author | Marín-Uribe C.R | |
dc.contributor.author | García-Giraldo J.M | |
dc.contributor.author | Estay C. | |
dc.date.accessioned | 2022-09-14T14:33:46Z | |
dc.date.available | 2022-09-14T14:33:46Z | |
dc.date.created | 2021 | |
dc.identifier.issn | 17480272 | |
dc.identifier.uri | http://hdl.handle.net/11407/7465 | |
dc.description | Sawn timber is marketed in limited length, so larger construction sizes require structural joining solutions for discrete elements. Traditional carpentry joints allow wood elements to be joined in a sustainable way, as they may not require adhesives or metal implements, such as nails or plates. In this research, the mechanical behaviour during the bending of four different oblique splices, made of radiata pine, has been studied. The results obtained show that the vertical oblique rabbetted splice (ROVS) had the best bending performance, with a strength of 43% compared to the solid control specimen (C), followed by the metal splice (MC) with a strength of 34%. The other splices studied, Rabbeted Oblique Scarf Splice (ROSS), Mortised Rabbeted Oblique Splice (MROS), and Oblique Splice Diamont (OSDP) showed flexural strengths of less than 25%, compared to the control specimen (C). The failure observed in the tested joints corresponds to a characteristic flexural and shear failure, where the predominant cracks retained the same direction generated by the discontinuity of the joints and were located in the central zone of the specimen, where the flexural and shear stresses are at a maximum. © 2021 Informa UK Limited, trading as Taylor & Francis Group. | eng |
dc.language.iso | eng | |
dc.publisher | Taylor and Francis Ltd. | |
dc.relation.isversionof | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85118581983&doi=10.1080%2f17480272.2021.1990405&partnerID=40&md5=d04c3b32919ed66a1f1c7709aab5282a | |
dc.source | Wood Material Science and Engineering | |
dc.title | Flexural strength characterisation of oblique radiata pine splice joints | |
dc.type | Article | |
dc.rights.accessrights | info:eu-repo/semantics/restrictedAccess | |
dc.publisher.program | Ingeniería Civil | |
dc.type.spa | Artículo | |
dc.identifier.doi | 10.1080/17480272.2021.1990405 | |
dc.subject.keyword | Carpenter joints | eng |
dc.subject.keyword | Flexural strength | eng |
dc.subject.keyword | Japanese joinery | eng |
dc.subject.keyword | Joinery | eng |
dc.subject.keyword | Joint wood | eng |
dc.subject.keyword | Adhesives | eng |
dc.subject.keyword | Forestry | eng |
dc.subject.keyword | Shear stress | eng |
dc.subject.keyword | Bending performance | eng |
dc.subject.keyword | Carpenter joint | eng |
dc.subject.keyword | Discrete elements | eng |
dc.subject.keyword | Japanese joinery | eng |
dc.subject.keyword | Joinery | eng |
dc.subject.keyword | Mechanical behavior | eng |
dc.subject.keyword | Radiata pine | eng |
dc.subject.keyword | Sawn timbers | eng |
dc.subject.keyword | Solid control | eng |
dc.subject.keyword | Strength characterization | eng |
dc.subject.keyword | Bending strength | eng |
dc.publisher.faculty | Facultad de Ingenierías | |
dc.affiliation | Rodríguez-Grau, G., School of Civil Construction, Faculty of Engineering, Pontificia Universidad Católica de Chile, Santiago, Chile | |
dc.affiliation | Marín-Uribe, C.R., School of Civil Construction, Faculty of Engineering, Pontificia Universidad Católica de Chile, Santiago, Chile | |
dc.affiliation | García-Giraldo, J.M., Civil Engineering Department, Faculty of Engineering, University of Medellin, Medellin, Colombia | |
dc.affiliation | Estay, C., School of Civil Construction, Faculty of Engineering, Pontificia Universidad Católica de Chile, Santiago, Chile | |
dc.relation.references | Aira, J.R., (2013), Análisis Experimental y por el Método de los Elementos Finitos del Estado de Tensiones en Uniones Carpinteras de Empalme de Llave. Universidad Politécnica de Madrid | |
dc.relation.references | Anagnostou, G., (2018), The influence of traditional Japanese timber design and construction techniques on contemporary architecture and its relevance to modern timber construction., Gottstein Fellowship Report, (October), 1–107 | |
dc.relation.references | (2019), ASTM A36/A36M-19, Standard Specification for CArbon Structural Steel | |
dc.relation.references | Branco, J.M., Descamps, T., Analysis and strengthening of carpentry joints (2015) Construction and Building Materials, 97, pp. 34-47 | |
dc.relation.references | Cabrero, J., Japón, un mundo en donde la madera es sagrada (2013) Navarra Forestal, 33, pp. 34-36 | |
dc.relation.references | Cohen, D., McKay, S., Brock, L., Cole, R., Prion, H., Barrett, D., Wood construction in Japan: past and present (1996) Forest Products Journal, 46 (11-12), pp. 18-24 | |
dc.relation.references | El-Houjeyri, I., Thi, V.D., Oudjene, M., Khelifa, M., Rogaume, Y., Sotayo, A., Guan, Z., Experimental investigations on adhesive free laminated oak timber beams and timber-to-timber joints assembled using thermo-mechanically compressed wood dowels (2019) Construction and Building Materials, 222 (2019), pp. 288-299 | |
dc.relation.references | Esteban, M., Arriaga, F., Íñiguez, G., Bobadilla, I., Mateo, R., The effect of fissures on the strength of structural timber (2010) Materiales de Construccion, 60 (299), pp. 115-132 | |
dc.relation.references | (2021) Forest Product, , Rome, Italy: Food and Agriculture Organization of the United Nations | |
dc.relation.references | Heesterman, M., Sweet, K., (2018), Robotic Connections: Customisable Joints for Timber Construction. In: 22th conference of the iberoamerican society of digital graphics. 644–652 | |
dc.relation.references | Hermoso, E., Mateo, R., Íñiguez-González, G., Montón, J., Arriaga, F., Visual grading and structural properties assessment of large cross-section pinus radiata D (2016) Don Timber. BioResources, 11 (2), pp. 5312-5321 | |
dc.relation.references | Hill, C.A.S., Dibdiakova, J., The environmental impact of wood compared to other building materials (2016) International Wood Products Journal, 7 (4), pp. 215-219 | |
dc.relation.references | (2020) Chilean Statistical Yearbook of Forestry 2020, , Santiago: Chile | |
dc.relation.references | (2020) Elaboración en la Industria del Aserrío en Chile, , Santiago: Chile | |
dc.relation.references | (1986), NCh 987: Wood - Determination of mechanical properties - Static bending test | |
dc.relation.references | (2005), NCh1207 - Pino radiata, Pino oregón, Pino ponderosa - Clasificación visual para uso estructural - Especificaciones de los grados de calidad | |
dc.relation.references | (2014), NCh 1198: Wood - Wood buildings - Calculation and design | |
dc.relation.references | Jayawickrama, K.J.S., Breeding radiata pine for wood stiffness: review and analysis (2001) Australian Forestry, 64 (1), pp. 51-56 | |
dc.relation.references | Jeong, G.Y., Tensile properties of utgulisanji connection (2020) International Journal of Architectural Heritage, 15 (2), pp. 313-320 | |
dc.relation.references | Karolak, A., Jasienko, J., Nowak, T., Raszczuk, K., Experimental investigations of timber beams with stop-splayed scarf carpentry joints (2020) Materials, 13 (6), pp. 1-16 | |
dc.relation.references | Karolak, A., Jasieńko, J., Raszczuk, K., Historical scarf and splice carpentry joints: state of the art (2020) Heritage Science, 8 (1), pp. 1-19 | |
dc.relation.references | Keenan, F.J., Shear strength of wood beams (1974) Forest Products Journal, 24 (9), pp. 63-70 | |
dc.relation.references | Landa-Esparza, M., Landa Esparza, M., Nuevas técnicas de reparación de estructuras de madera. Elementos flexionados. aporte de madera -unión encolada II. metodología de puesta en obra (1999) RE: Revista de Edificación, 29, pp. 30-36 | |
dc.relation.references | Laurent, A., Van der Meer, Y., Villeneuve, C., Comparative life cycle carbon footprint of a Non-residential steel and wooden Building structures (2018) Current Trends Forest Research, 2018 (4), pp. 1-10 | |
dc.relation.references | Li, H., Lam, F., Qiu, H., Flexural performance of spliced beam connected and reinforced with self-tapping wood screws (2017) Engineering Structures, 152, pp. 523-534 | |
dc.relation.references | Li, X., Ashraf, M., Subhani, M., Kremer, P., Kafle, B., Ghabraie, K., Experimental and numerical study on bending properties of heterogeneous lamella layups in cross laminated timber using Australian radiata pine (2020) Construction and Building Materials, 247, pp. 1-14 | |
dc.relation.references | Nandanwar, A., Naidu, M.V., Pandey, C.N., Development of test methods for wooden furniture joints (2013) Wood Material Science and Engineering, 8 (3), pp. 188-197 | |
dc.relation.references | Niklewski, J., Fredriksson, M., The effects of joints on the moisture behaviour of rain exposed wood: a numerical study with experimental validation (2021) Wood Material Science and Engineering, 16 (1), pp. 1-11 | |
dc.relation.references | Parisi, M.A., Cordié, C., Mechanical behavior of double-step timber joints (2010) Construction and Building Materials, 24 (8), pp. 1364-1371 | |
dc.relation.references | Ren, G., Xue, J., Xu, D., Ma, L., Experimental and theoretical analysis on rotation performance of cross-shaped joints with dowel in traditional timber structures (2021) Journal of Building Engineering, 37, pp. 1-13 | |
dc.relation.references | Ross, P., (2002) Appraisal and Repair of Timber Structures, , London: Thomas teldford Publishing | |
dc.relation.references | Saavedra, H., García-Herrera, C., Vasco, D.A., Salinas-Lira, C., Characterization of mechanical performance of Pinus radiata wood impregnated with octadecane as phase change material (2021) Journal of Building Engineering, 34, pp. 1-8 | |
dc.relation.references | Sandberg, D., Kutnar, A., Karlsson, O., Jones, D., (2021) Wood Modification Technologies Principles, Sustainability, and the Need for Innovation, , Boca Raton: CRC Press | |
dc.relation.references | Siem, J., The single-step joint–a traditional carpentry joint with new possibilities (2017) International Wood Products Journal, 8, pp. 45-49 | |
dc.relation.references | (2010) Timber Structures Part 1 : Design Methods, , Sydney: Australian Standard ® | |
dc.relation.references | Sumiyoshi, T., Matsui, G., (1989) Wood Joints in Classical Japanese Architecture, , Tokyo: Kajima Institute Publishing Co., Ltd | |
dc.relation.references | Thelandersson, S., Larsen, H., (2003) Timber Engineering, , Chichester: Wiley | |
dc.relation.references | Tuhkanen, E., Ojamaa, M., Early experimental investigations on slotted-in steel plate connections with self-perforating dowels in CLT (2021) Wood Material Science and Engineering, 16 (2), pp. 102-109 | |
dc.relation.references | Vergara, E., (2014), https://www.plataformaarquitectura.cl/cl/02-369472/en-detalle-especial-los-ensambles-de-madera-en-la-arquitectura-japonesa-tradicional, En Detalle: Especial / Los ensambles de madera en la arquitectura japonesa tradicional [online]. Available from:, [Accessed 1 Sep 2021] | |
dc.relation.references | Wei, J., Rao, F., Huang, Y., Zhang, Y., Qi, Y., Yu, W., Hse, C.Y., Structure, mechanical performance, and dimensional stability of radiata pine (Pinus radiata D. Don) scrimbers (2019) Advances in Polymer Technology, 2019, pp. 1-8 | |
dc.relation.references | Yeomans, D., (2003) The Repair of Historic Timber Structures, , London: Thomas Telford | |
dc.type.coar | http://purl.org/coar/resource_type/c_6501 | |
dc.type.version | info:eu-repo/semantics/publishedVersion | |
dc.type.driver | info:eu-repo/semantics/article | |
dc.identifier.reponame | reponame:Repositorio Institucional Universidad de Medellín | |
dc.identifier.repourl | repourl:https://repository.udem.edu.co/ | |
dc.identifier.instname | instname:Universidad de Medellín |
Ficheros en el ítem
Ficheros | Tamaño | Formato | Ver |
---|---|---|---|
No hay ficheros asociados a este ítem. |
Este ítem aparece en la(s) siguiente(s) colección(ones)
-
Indexados Scopus [1632]