New Findings on Bamboo-concrete Composite Slabs
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Détails bibliographiques
Auteur(s): |
Guido Morgenthal
Peter Olney |
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Médium: | papier de conférence | ||||
Langue(s): | anglais | ||||
Conférence: | IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014 | ||||
Publié dans: | IABSE Symposium Madrid 2014 | ||||
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Page(s): | 1170-1177 | ||||
Nombre total de pages (du PDF): | 8 | ||||
Année: | 2014 | ||||
DOI: | 10.2749/222137814814067437 | ||||
Abstrait: |
Bamboo is a natural material that is highly sustainable and has very favourable material properties, specifically high longitudinal strength and low density. This paper revisits a concept for the use of bamboo that specifically exploits its high tensile strength. Half-shells of bamboo rods are covered by concrete to form a composite beam or slab where the bamboo is used in tension and the concrete in compression. A numerical model assuming a rigid shear connection between concrete and bamboo is used for analysis. The applicability of the numerical model is shown by comparison with nonlinear laboratory tests performed on a similar specimen with a 4m span. In addition, new techniques are proposed for achieving proper bond between the bamboo and concrete in a more sustainable way. The paper discusses the main concepts of these novel elements providing an overview of the development and outlook. |
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Mots-clé: |
béton
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