Bolted timber joints with self-tapping screws
The use of self-tapping screws with continuous threads in the joint area as a reinforcement to avoid splitting of timber members is studied. A theoretical model is developed to calculate the stress distribution around a pin-loaded hole in a timber joint, to predict brittle failure modes in bolted co...
- Autores:
-
Echavarría-López, C. A. (César Augusto)
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2007
- Institución:
- Universidad EIA .
- Repositorio:
- Repositorio EIA .
- Idioma:
- eng
- OAI Identifier:
- oai:repository.eia.edu.co:11190/590
- Acceso en línea:
- https://repository.eia.edu.co/handle/11190/590
- Palabra clave:
- REI00070
CARACTERIZACIÓN MECÁNICA
MECHANICAL CHARACTERIZATION
INFRAESTRUCTURA Y GESTIÓN DEL TERRITORIO
INFRAESTRUCTURE AND LAND PLANNING
MADERA PARA LA CONSTRUCCIÓN
WOOD FOR CONSTRUCTION
TIMBER JOINTS
BRITTLE FAILURE MODE
REINFORCEMENT PERPENDICULAR - TO - GRAIN
ANALYTICAL MODEL
UNIONES DE MADERA
RUPTURA FRÁGIL
REFUERZO PERPENDICULAR A LAS FIBRAS
MODELO ANALÍTICO
- Rights
- openAccess
- License
- Derechos Reservados - Universidad EIA, 2020
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| dc.title.spa.fl_str_mv |
Bolted timber joints with self-tapping screws |
| title |
Bolted timber joints with self-tapping screws |
| spellingShingle |
Bolted timber joints with self-tapping screws REI00070 CARACTERIZACIÓN MECÁNICA MECHANICAL CHARACTERIZATION INFRAESTRUCTURA Y GESTIÓN DEL TERRITORIO INFRAESTRUCTURE AND LAND PLANNING MADERA PARA LA CONSTRUCCIÓN WOOD FOR CONSTRUCTION TIMBER JOINTS BRITTLE FAILURE MODE REINFORCEMENT PERPENDICULAR - TO - GRAIN ANALYTICAL MODEL UNIONES DE MADERA RUPTURA FRÁGIL REFUERZO PERPENDICULAR A LAS FIBRAS MODELO ANALÍTICO |
| title_short |
Bolted timber joints with self-tapping screws |
| title_full |
Bolted timber joints with self-tapping screws |
| title_fullStr |
Bolted timber joints with self-tapping screws |
| title_full_unstemmed |
Bolted timber joints with self-tapping screws |
| title_sort |
Bolted timber joints with self-tapping screws |
| dc.creator.fl_str_mv |
Echavarría-López, C. A. (César Augusto) |
| dc.contributor.author.spa.fl_str_mv |
Echavarría-López, C. A. (César Augusto) |
| dc.subject.lcsh.spa.fl_str_mv |
REI00070 |
| topic |
REI00070 CARACTERIZACIÓN MECÁNICA MECHANICAL CHARACTERIZATION INFRAESTRUCTURA Y GESTIÓN DEL TERRITORIO INFRAESTRUCTURE AND LAND PLANNING MADERA PARA LA CONSTRUCCIÓN WOOD FOR CONSTRUCTION TIMBER JOINTS BRITTLE FAILURE MODE REINFORCEMENT PERPENDICULAR - TO - GRAIN ANALYTICAL MODEL UNIONES DE MADERA RUPTURA FRÁGIL REFUERZO PERPENDICULAR A LAS FIBRAS MODELO ANALÍTICO |
| dc.subject.arcmarc.spa.fl_str_mv |
CARACTERIZACIÓN MECÁNICA MECHANICAL CHARACTERIZATION |
| dc.subject.eia.spa.fl_str_mv |
INFRAESTRUCTURA Y GESTIÓN DEL TERRITORIO INFRAESTRUCTURE AND LAND PLANNING |
| dc.subject.eurovoc.spa.fl_str_mv |
MADERA PARA LA CONSTRUCCIÓN WOOD FOR CONSTRUCTION |
| dc.subject.keywords.spa.fl_str_mv |
TIMBER JOINTS BRITTLE FAILURE MODE REINFORCEMENT PERPENDICULAR - TO - GRAIN ANALYTICAL MODEL UNIONES DE MADERA RUPTURA FRÁGIL REFUERZO PERPENDICULAR A LAS FIBRAS MODELO ANALÍTICO |
| description |
The use of self-tapping screws with continuous threads in the joint area as a reinforcement to avoid splitting of timber members is studied. A theoretical model is developed to calculate the stress distribution around a pin-loaded hole in a timber joint, to predict brittle failure modes in bolted connections and to calculate the load in the reinforcing screws. Laboratory experiments on reinforced and non-reinforced timber joints with 15,9-mm bolts have shown good agreement with the model predictions. |
| publishDate |
2007 |
| dc.date.created.spa.fl_str_mv |
2007-12 |
| dc.date.submitted.spa.fl_str_mv |
2007-08-31 |
| dc.date.accepted.spa.fl_str_mv |
2007-11-11 |
| dc.date.accessioned.spa.fl_str_mv |
2014-05-09T02:28:15Z |
| dc.date.available.spa.fl_str_mv |
2014-05-09T02:28:15Z |
| dc.date.issued.spa.fl_str_mv |
2014-05-08 |
| dc.type.spa.fl_str_mv |
Artículo de revista |
| dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
| dc.type.coar.spa.fl_str_mv |
http://purl.org/coar/resource_type/c_6501 |
| dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/article |
| dc.type.version.spa.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
| dc.type.content.spa.fl_str_mv |
Text |
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https://purl.org/redcol/resource_type/ART |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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http://purl.org/coar/resource_type/c_6501 |
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publishedVersion |
| dc.identifier.issn.spa.fl_str_mv |
ISSN 17941237 |
| dc.identifier.uri.spa.fl_str_mv |
https://repository.eia.edu.co/handle/11190/590 |
| dc.identifier.bibliographiccitation.spa.fl_str_mv |
Echavarría, C. Bolted timber joints with self-tapping screws, Revista EIA, 8, 37-47-doi: http://repository.eia.edu.co/handle/11190/590 |
| identifier_str_mv |
ISSN 17941237 Echavarría, C. Bolted timber joints with self-tapping screws, Revista EIA, 8, 37-47-doi: http://repository.eia.edu.co/handle/11190/590 |
| url |
https://repository.eia.edu.co/handle/11190/590 |
| dc.language.iso.spa.fl_str_mv |
eng |
| language |
eng |
| dc.relation.references.spa.fl_str_mv |
American Society for Testing and Materials (ASTM) (2006). D143-94 Standard methods of testing on small clear specimens of timber. ASTM Annual Book of Standards. West Conshohocken, Pa Backlund J. and Aronsson C. Tensile fracture of laminates with holes. Journal of Composite Materials 1986;20:259-286. Blass H. J. and Bejtka I. Reinforcements perpendicular to the grain using self-tapping screws. WCTE 2004;1001-1006. |
| dc.rights.spa.fl_str_mv |
Derechos Reservados - Universidad EIA, 2020 |
| dc.rights.uri.spa.fl_str_mv |
https://creativecommons.org/licenses/by-nc/4.0/ |
| dc.rights.accessrights.spa.fl_str_mv |
info:eu-repo/semantics/openAccess |
| dc.rights.creativecommons.spa.fl_str_mv |
Atribución-NoComercial |
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http://purl.org/coar/access_right/c_abf2 |
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Derechos Reservados - Universidad EIA, 2020 https://creativecommons.org/licenses/by-nc/4.0/ Atribución-NoComercial http://purl.org/coar/access_right/c_abf2 |
| eu_rights_str_mv |
openAccess |
| dc.format.extent.spa.fl_str_mv |
11 p. |
| dc.format.mimetype.spa.fl_str_mv |
application/pdf |
| dc.publisher.department.spa.fl_str_mv |
Civil, Ambiental Geológica e Industrial |
| dc.publisher.editor.spa.fl_str_mv |
Escuela de Ingeniería de Antioquia EIA |
| institution |
Universidad EIA . |
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Echavarría-López, C. A. (César Augusto)31954a3c509d552b572833fbace4e7f9-1caechavarrial@unal.edu.co2014-05-09T02:28:15Z2014-05-09T02:28:15Z2007-122014-05-082007-08-312007-11-11ISSN 17941237https://repository.eia.edu.co/handle/11190/590Echavarría, C. Bolted timber joints with self-tapping screws, Revista EIA, 8, 37-47-doi: http://repository.eia.edu.co/handle/11190/590The use of self-tapping screws with continuous threads in the joint area as a reinforcement to avoid splitting of timber members is studied. A theoretical model is developed to calculate the stress distribution around a pin-loaded hole in a timber joint, to predict brittle failure modes in bolted connections and to calculate the load in the reinforcing screws. Laboratory experiments on reinforced and non-reinforced timber joints with 15,9-mm bolts have shown good agreement with the model predictions.En este artículo se estudia el uso de tornillos autoperforantes como refuerzo para evitar rupturas frágiles en uniones de madera. Se presenta un modelo teórico para calcular la distribución de esfuerzos alrededor de un perno en una unión de madera, predecir las rupturas frágiles y evaluar el esfuerzo en los tornillos autoperforantes. Los experimentos de laboratorio con uniones de madera, con pernos de 15,9 mm de diámetro, reforzadas y no reforzadas mostraron la efectividad del modelo teórico propuesto.11 p.application/pdfengDerechos Reservados - Universidad EIA, 2020https://creativecommons.org/licenses/by-nc/4.0/El autor de la obra, actuando en nombre propio, hace entrega del ejemplar respectivo y de sus anexos en formato digital o electrónico y autoriza a la ESCUELA DE INGENIERIA DE ANTIOQUIA, para que en los términos establecidos en la Ley 23 de 1982, Ley 44 de 1993, Decisión andina 351 de 1993, Decreto 460 de 1995, y demás normas generales sobre la materia, utilice y use por cualquier medio conocido o por conocer, los derechos patrimoniales de reproducción, comunicación pública, transformación y distribución de la obra objeto del presente documento. PARÁGRAFO: La presente autorización se hace extensiva no sólo a las dependencias y derechos de uso sobre la obra en formato o soporte material, sino también para formato virtual, electrónico, digital, y en red, internet, extranet, intranet, etc., y en general en cualquier formato conocido o por conocer. EL AUTOR, manifiesta que la obra objeto de la presente autorización es original y la realiza sin violar o usurpar derechos de autor de terceros, por lo tanto la obra es de exclusiva autoría y tiene la titularidad sobre la misma. PARÁGRAFO: En caso de presentarse cualquier reclamación o acción por parte de un tercero en cuanto a los derechos de autor sobre la obra en cuestión, EL AUTOR, asumirá toda la responsabilidad, y saldrá en defensa de los derechos aquí autorizados; para todos los efectos la ESCUELA DE INGENIERÍA DE ANTIOQUIA actúa como un tercero de buena fe.info:eu-repo/semantics/openAccessAtribución-NoComercialhttp://purl.org/coar/access_right/c_abf2REI00070CARACTERIZACIÓN MECÁNICAMECHANICAL CHARACTERIZATIONINFRAESTRUCTURA Y GESTIÓN DEL TERRITORIOINFRAESTRUCTURE AND LAND PLANNINGMADERA PARA LA CONSTRUCCIÓNWOOD FOR CONSTRUCTIONTIMBER JOINTSBRITTLE FAILURE MODEREINFORCEMENT PERPENDICULAR - TO - GRAINANALYTICAL MODELUNIONES DE MADERARUPTURA FRÁGILREFUERZO PERPENDICULAR A LAS FIBRASMODELO ANALÍTICOBolted timber joints with self-tapping screwsArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionTexthttps://purl.org/redcol/resource_type/ARThttp://purl.org/coar/version/c_970fb48d4fbd8a85Civil, Ambiental Geológica e IndustrialEscuela de Ingeniería de Antioquia EIAAmerican Society for Testing and Materials (ASTM) (2006). D143-94 Standard methods of testing on small clear specimens of timber. ASTM Annual Book of Standards. West Conshohocken, PaBacklund J. and Aronsson C. Tensile fracture of laminates with holes. Journal of Composite Materials 1986;20:259-286.Blass H. J. and Bejtka I. Reinforcements perpendicular to the grain using self-tapping screws. 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