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...

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Autores:
Echavarría, César
Tipo de recurso:
Article of journal
Fecha de publicación:
2013
Institución:
Universidad EIA .
Repositorio:
Repositorio EIA .
Idioma:
eng
OAI Identifier:
oai:repository.eia.edu.co:11190/4684
Acceso en línea:
https://repository.eia.edu.co/handle/11190/4684
https://revistas.eia.edu.co/index.php/reveia/article/view/184
Palabra clave:
timber joints
brittle failure mode
reinforcement perpendicular-to-grain
analytical model. Palabras clave
uniones de madera
ruptura frágil
refuerzo perpendicular a las fibras
modelo analítico.
Rights
openAccess
License
Revista EIA - 2013
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repository_id_str
spelling Echavarría, Césarff9bf12d47cda4e0b538e5510c2f172a3002013-10-04 00:00:002022-06-17T20:15:59Z2013-10-04 00:00:002022-06-17T20:15:59Z2013-10-041794-1237https://repository.eia.edu.co/handle/11190/46842463-0950https://revistas.eia.edu.co/index.php/reveia/article/view/184The 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.Resumen: 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 propuestoThe 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.Resumen: 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 propuestoapplication/pdfengFondo Editorial EIA - Universidad EIARevista EIA - 2013https://creativecommons.org/licenses/by-nc-nd/4.0info:eu-repo/semantics/openAccessEsta obra está bajo una licencia internacional Creative Commons Atribución-NoComercial-SinDerivadas 4.0.http://purl.org/coar/access_right/c_abf2https://revistas.eia.edu.co/index.php/reveia/article/view/184timber jointsbrittle failure modereinforcement perpendicular-to-grainanalytical model. Palabras claveuniones de maderaruptura frágilrefuerzo perpendicular a las fibrasmodelo analítico.BOLTED TIMBER JOINTS WITH SELF-TAPPING SCREWSBOLTED TIMBER JOINTS WITH SELF-TAPPING SCREWSArtículo de revistaJournal articlehttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionTexthttp://purl.org/redcol/resource_type/ARTREFhttp://purl.org/coar/version/c_970fb48d4fbd8a85https://revistas.eia.edu.co/index.php/reveia/article/download/184/181Núm. 8 , Año 2007478374Revista EIAPublicationOREORE.xmltext/xml2463https://repository.eia.edu.co/bitstreams/1f9855e1-c6c7-4663-9d66-ef891ec710b4/downloadc3dcf1b1b9fb2ccacef9525a0cdb3c06MD5111190/4684oai:repository.eia.edu.co:11190/46842023-07-25 17:07:23.98https://creativecommons.org/licenses/by-nc-nd/4.0Revista EIA - 2013metadata.onlyhttps://repository.eia.edu.coRepositorio Institucional Universidad EIAbdigital@metabiblioteca.com
dc.title.spa.fl_str_mv BOLTED TIMBER JOINTS WITH SELF-TAPPING SCREWS
dc.title.translated.eng.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
timber joints
brittle failure mode
reinforcement perpendicular-to-grain
analytical model. Palabras clave
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, César
dc.contributor.author.spa.fl_str_mv Echavarría, César
dc.subject.eng.fl_str_mv timber joints
brittle failure mode
reinforcement perpendicular-to-grain
analytical model. Palabras clave
uniones de madera
ruptura frágil
refuerzo perpendicular a las fibras
modelo analítico.
topic timber joints
brittle failure mode
reinforcement perpendicular-to-grain
analytical model. Palabras clave
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.Resumen: 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
publishDate 2013
dc.date.accessioned.none.fl_str_mv 2013-10-04 00:00:00
2022-06-17T20:15:59Z
dc.date.available.none.fl_str_mv 2013-10-04 00:00:00
2022-06-17T20:15:59Z
dc.date.issued.none.fl_str_mv 2013-10-04
dc.type.spa.fl_str_mv Artículo de revista
dc.type.eng.fl_str_mv Journal article
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dc.type.driver.eng.fl_str_mv info:eu-repo/semantics/article
dc.type.version.eng.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.content.eng.fl_str_mv Text
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status_str publishedVersion
dc.identifier.issn.none.fl_str_mv 1794-1237
dc.identifier.uri.none.fl_str_mv https://repository.eia.edu.co/handle/11190/4684
dc.identifier.eissn.none.fl_str_mv 2463-0950
dc.identifier.url.none.fl_str_mv https://revistas.eia.edu.co/index.php/reveia/article/view/184
identifier_str_mv 1794-1237
2463-0950
url https://repository.eia.edu.co/handle/11190/4684
https://revistas.eia.edu.co/index.php/reveia/article/view/184
dc.language.iso.eng.fl_str_mv eng
language eng
dc.relation.bitstream.none.fl_str_mv https://revistas.eia.edu.co/index.php/reveia/article/download/184/181
dc.relation.citationedition.spa.fl_str_mv Núm. 8 , Año 2007
dc.relation.citationendpage.none.fl_str_mv 47
dc.relation.citationissue.spa.fl_str_mv 8
dc.relation.citationstartpage.none.fl_str_mv 37
dc.relation.citationvolume.spa.fl_str_mv 4
dc.relation.ispartofjournal.spa.fl_str_mv Revista EIA
dc.rights.eng.fl_str_mv Revista EIA - 2013
dc.rights.uri.eng.fl_str_mv https://creativecommons.org/licenses/by-nc-nd/4.0
dc.rights.accessrights.eng.fl_str_mv info:eu-repo/semantics/openAccess
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rights_invalid_str_mv Revista EIA - 2013
https://creativecommons.org/licenses/by-nc-nd/4.0
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.format.mimetype.eng.fl_str_mv application/pdf
dc.publisher.spa.fl_str_mv Fondo Editorial EIA - Universidad EIA
dc.source.eng.fl_str_mv https://revistas.eia.edu.co/index.php/reveia/article/view/184
institution Universidad EIA .
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