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
Summary: | 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. |
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