Titulo:
BOLTED TIMBER JOINTS WITH SELF-TAPPING SCREWS
.
Guardado en:
1794-1237
2463-0950
4
2013-10-04
37
47
Revista EIA - 2013
Esta obra está bajo una licencia internacional Creative Commons Atribución-NoComercial-SinDerivadas 4.0.
info:eu-repo/semantics/openAccess
http://purl.org/coar/access_right/c_abf2
| id |
metarevistapublica_eia_revistaeia_10_article_184 |
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ojs |
| spelling |
BOLTED TIMBER JOINTS WITH SELF-TAPPING SCREWS 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 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 Echavarría, César 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. 4 8 Artículo de revista Journal article 2013-10-04 00:00:00 2013-10-04 00:00:00 2013-10-04 application/pdf Fondo Editorial EIA - Universidad EIA Revista EIA 1794-1237 2463-0950 https://revistas.eia.edu.co/index.php/reveia/article/view/184 https://revistas.eia.edu.co/index.php/reveia/article/view/184 eng https://creativecommons.org/licenses/by-nc-nd/4.0 Revista EIA - 2013 Esta obra está bajo una licencia internacional Creative Commons Atribución-NoComercial-SinDerivadas 4.0. 37 47 https://revistas.eia.edu.co/index.php/reveia/article/download/184/181 info:eu-repo/semantics/article http://purl.org/coar/resource_type/c_6501 http://purl.org/coar/resource_type/c_2df8fbb1 http://purl.org/redcol/resource_type/ART info:eu-repo/semantics/publishedVersion http://purl.org/coar/version/c_970fb48d4fbd8a85 info:eu-repo/semantics/openAccess http://purl.org/coar/access_right/c_abf2 Text Publication |
| institution |
UNIVERSIDAD EIA |
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https://nuevo.metarevistas.org/UNIVERSIDADEIA/logo.png |
| country_str |
Colombia |
| collection |
Revista EIA |
| title |
BOLTED TIMBER JOINTS WITH SELF-TAPPING SCREWS |
| spellingShingle |
BOLTED TIMBER JOINTS WITH SELF-TAPPING SCREWS Echavarría, César 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 |
| title_eng |
BOLTED TIMBER JOINTS WITH SELF-TAPPING SCREWS |
| description_eng |
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
|
| author |
Echavarría, César |
| author_facet |
Echavarría, César |
| 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. |
| topic_facet |
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. |
| citationvolume |
4 |
| citationissue |
8 |
| publisher |
Fondo Editorial EIA - Universidad EIA |
| ispartofjournal |
Revista EIA |
| source |
https://revistas.eia.edu.co/index.php/reveia/article/view/184 |
| language |
eng |
| format |
Article |
| rights |
https://creativecommons.org/licenses/by-nc-nd/4.0 Revista EIA - 2013 Esta obra está bajo una licencia internacional Creative Commons Atribución-NoComercial-SinDerivadas 4.0. info:eu-repo/semantics/openAccess http://purl.org/coar/access_right/c_abf2 |
| type_driver |
info:eu-repo/semantics/article |
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http://purl.org/coar/resource_type/c_6501 |
| type_version |
info:eu-repo/semantics/publishedVersion |
| type_coarversion |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
| type_content |
Text |
| publishDate |
2013-10-04 |
| date_accessioned |
2013-10-04 00:00:00 |
| date_available |
2013-10-04 00:00:00 |
| url |
https://revistas.eia.edu.co/index.php/reveia/article/view/184 |
| url_doi |
https://revistas.eia.edu.co/index.php/reveia/article/view/184 |
| issn |
1794-1237 |
| eissn |
2463-0950 |
| citationstartpage |
37 |
| citationendpage |
47 |
| url2_str_mv |
https://revistas.eia.edu.co/index.php/reveia/article/download/184/181 |
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1811200475423309824 |