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...

Full description

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
Description
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.