The structural behaviour of laminated-guadua panels under parallel plane loads
The Universidad Nacional de Colombia "Analysis, Design and Materials - GIES" research group tested two types of panels made from Guadua angustifolia Kunth and poly vinyl acetate (PVA) as a first step in studying the behaviour of laminated guadua frames having panels of the same material un...
- Autores:
-
Pinilla Rodríguez, Juan Jacobo
Takeuchi Tam, Caori Patricia
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2012
- Institución:
- Universidad Nacional de Colombia
- Repositorio:
- Universidad Nacional de Colombia
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.unal.edu.co:unal/42284
- Acceso en línea:
- https://repositorio.unal.edu.co/handle/unal/42284
http://bdigital.unal.edu.co/32381/
http://bdigital.unal.edu.co/32381/2/
- Palabra clave:
- Guadua angustifolia
rolling
stiffness
ductility
resistance
bambú Guadua angustifolia
laminados
rigidez
ductilidad
resistencia
- Rights
- openAccess
- License
- Atribución-NoComercial 4.0 Internacional
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Universidad Nacional de Colombia |
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Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Pinilla Rodríguez, Juan Jacoboe23a00f7-65e3-4ac9-b6a6-77d5dbcad75b300Takeuchi Tam, Caori Patricia325485bc-fdfe-45a9-9d7d-acfbba0909ac3002019-06-28T10:41:20Z2019-06-28T10:41:20Z2012https://repositorio.unal.edu.co/handle/unal/42284http://bdigital.unal.edu.co/32381/http://bdigital.unal.edu.co/32381/2/The Universidad Nacional de Colombia "Analysis, Design and Materials - GIES" research group tested two types of panels made from Guadua angustifolia Kunth and poly vinyl acetate (PVA) as a first step in studying the behaviour of laminated guadua frames having panels of the same material under seismic load: type 1 panels had a solid cross-section and type 2 panels a sandwich cross-section.Each type of panel had three different heights and 10 replicates were tested for each type and height (60 trials in total).Each panel’s load compared to displacement curve was found; 0.34m and 0.63m type1 panels had initial elastic behaviour followed by inelastic behaviour while 0.98 m panels made of both types had an almost completely elastic behaviour until failure. All panels became crushed at their base; however, the main failure mechanism was warping.Como un primer paso en el estudio del comportamiento ante cargas sísmicas de pórticos de bambú guadua laminados con paneles del mismo material, el Grupo de Investigación “Análisis, Diseño y Materiales, GIES”, de la Universidad Nacional de Colombia, ensayó dos tipos de paneles elaborados con bambú Guadua angustifolia Kunth y poli (vinil acetato), PVA: los paneles tipo 1 de sección transversal maciza y los paneles tipo 2 de sección transversal tipo sándwich.Se consideraron tres alturas para cada tipo de panel y se ensayaron diez réplicas por altura y por tipo, para un total de sesenta ensayos.Para cada uno de los paneles ensayados se realizó una curva carga-desplazamiento. Los paneles tipo 1, con altura de 0,34 m y 0,63 m, mostraron un comportamiento elástico inicial seguido de un comportamiento inelástico, mientras que los paneles tipo 1 y 2 de 0,98 m de altura revelaron un comportamiento casi totalmente elástico hasta la falla. Todos los paneles sufrieron aplastamiento en la base; sin embargo, el principal mecanismo de falla fue el alabeo.application/pdfspaUniversidad Nacional de Colombia - Facultad de Ingenieríahttp://revistas.unal.edu.co/index.php/ingeinv/article/view/31883Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e InvestigaciónIngeniería e InvestigaciónIngeniería e Investigación; Vol. 32, núm. 2 (2012); 18-22 Ingeniería e Investigación; Vol. 32, núm. 2 (2012); 18-22 2248-8723 0120-5609Pinilla Rodríguez, Juan Jacobo and Takeuchi Tam, Caori Patricia (2012) The structural behaviour of laminated-guadua panels under parallel plane loads. Ingeniería e Investigación; Vol. 32, núm. 2 (2012); 18-22 Ingeniería e Investigación; Vol. 32, núm. 2 (2012); 18-22 2248-8723 0120-5609 .The structural behaviour of laminated-guadua panels under parallel plane loadsArtículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTGuadua angustifoliarollingstiffnessductilityresistancebambú Guadua angustifolialaminadosrigidezductilidadresistenciaORIGINAL31883-116533-1-PB.pdfapplication/pdf800544https://repositorio.unal.edu.co/bitstream/unal/42284/1/31883-116533-1-PB.pdfd2b5aa4fe0ca532d7f3324586c85310dMD51THUMBNAIL31883-116533-1-PB.pdf.jpg31883-116533-1-PB.pdf.jpgGenerated Thumbnailimage/jpeg8643https://repositorio.unal.edu.co/bitstream/unal/42284/2/31883-116533-1-PB.pdf.jpgd41a8c013a10001a09bf5c10b032c10aMD52unal/42284oai:repositorio.unal.edu.co:unal/422842023-02-06 23:17:10.724Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co |
dc.title.spa.fl_str_mv |
The structural behaviour of laminated-guadua panels under parallel plane loads |
title |
The structural behaviour of laminated-guadua panels under parallel plane loads |
spellingShingle |
The structural behaviour of laminated-guadua panels under parallel plane loads Guadua angustifolia rolling stiffness ductility resistance bambú Guadua angustifolia laminados rigidez ductilidad resistencia |
title_short |
The structural behaviour of laminated-guadua panels under parallel plane loads |
title_full |
The structural behaviour of laminated-guadua panels under parallel plane loads |
title_fullStr |
The structural behaviour of laminated-guadua panels under parallel plane loads |
title_full_unstemmed |
The structural behaviour of laminated-guadua panels under parallel plane loads |
title_sort |
The structural behaviour of laminated-guadua panels under parallel plane loads |
dc.creator.fl_str_mv |
Pinilla Rodríguez, Juan Jacobo Takeuchi Tam, Caori Patricia |
dc.contributor.author.spa.fl_str_mv |
Pinilla Rodríguez, Juan Jacobo Takeuchi Tam, Caori Patricia |
dc.subject.proposal.spa.fl_str_mv |
Guadua angustifolia rolling stiffness ductility resistance bambú Guadua angustifolia laminados rigidez ductilidad resistencia |
topic |
Guadua angustifolia rolling stiffness ductility resistance bambú Guadua angustifolia laminados rigidez ductilidad resistencia |
description |
The Universidad Nacional de Colombia "Analysis, Design and Materials - GIES" research group tested two types of panels made from Guadua angustifolia Kunth and poly vinyl acetate (PVA) as a first step in studying the behaviour of laminated guadua frames having panels of the same material under seismic load: type 1 panels had a solid cross-section and type 2 panels a sandwich cross-section.Each type of panel had three different heights and 10 replicates were tested for each type and height (60 trials in total).Each panel’s load compared to displacement curve was found; 0.34m and 0.63m type1 panels had initial elastic behaviour followed by inelastic behaviour while 0.98 m panels made of both types had an almost completely elastic behaviour until failure. All panels became crushed at their base; however, the main failure mechanism was warping. |
publishDate |
2012 |
dc.date.issued.spa.fl_str_mv |
2012 |
dc.date.accessioned.spa.fl_str_mv |
2019-06-28T10:41:20Z |
dc.date.available.spa.fl_str_mv |
2019-06-28T10:41:20Z |
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.driver.spa.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.version.spa.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.coar.spa.fl_str_mv |
http://purl.org/coar/resource_type/c_6501 |
dc.type.coarversion.spa.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
dc.type.content.spa.fl_str_mv |
Text |
dc.type.redcol.spa.fl_str_mv |
http://purl.org/redcol/resource_type/ART |
format |
http://purl.org/coar/resource_type/c_6501 |
status_str |
publishedVersion |
dc.identifier.uri.none.fl_str_mv |
https://repositorio.unal.edu.co/handle/unal/42284 |
dc.identifier.eprints.spa.fl_str_mv |
http://bdigital.unal.edu.co/32381/ http://bdigital.unal.edu.co/32381/2/ |
url |
https://repositorio.unal.edu.co/handle/unal/42284 http://bdigital.unal.edu.co/32381/ http://bdigital.unal.edu.co/32381/2/ |
dc.language.iso.spa.fl_str_mv |
spa |
language |
spa |
dc.relation.spa.fl_str_mv |
http://revistas.unal.edu.co/index.php/ingeinv/article/view/31883 |
dc.relation.ispartof.spa.fl_str_mv |
Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e Investigación Ingeniería e Investigación |
dc.relation.ispartofseries.none.fl_str_mv |
Ingeniería e Investigación; Vol. 32, núm. 2 (2012); 18-22 Ingeniería e Investigación; Vol. 32, núm. 2 (2012); 18-22 2248-8723 0120-5609 |
dc.relation.references.spa.fl_str_mv |
Pinilla Rodríguez, Juan Jacobo and Takeuchi Tam, Caori Patricia (2012) The structural behaviour of laminated-guadua panels under parallel plane loads. Ingeniería e Investigación; Vol. 32, núm. 2 (2012); 18-22 Ingeniería e Investigación; Vol. 32, núm. 2 (2012); 18-22 2248-8723 0120-5609 . |
dc.rights.spa.fl_str_mv |
Derechos reservados - Universidad Nacional de Colombia |
dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
dc.rights.license.spa.fl_str_mv |
Atribución-NoComercial 4.0 Internacional |
dc.rights.uri.spa.fl_str_mv |
http://creativecommons.org/licenses/by-nc/4.0/ |
dc.rights.accessrights.spa.fl_str_mv |
info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
Atribución-NoComercial 4.0 Internacional Derechos reservados - Universidad Nacional de Colombia http://creativecommons.org/licenses/by-nc/4.0/ http://purl.org/coar/access_right/c_abf2 |
eu_rights_str_mv |
openAccess |
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application/pdf |
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Universidad Nacional de Colombia - Facultad de Ingeniería |
institution |
Universidad Nacional de Colombia |
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