New Findings on Bamboo-concrete Composite Slabs
|
Bibliographic Details
Author(s): |
Guido Morgenthal
Peter Olney |
||||
---|---|---|---|---|---|
Medium: | conference paper | ||||
Language(s): | English | ||||
Conference: | IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014 | ||||
Published in: | IABSE Symposium Madrid 2014 | ||||
|
|||||
Page(s): | 1170-1177 | ||||
Total no. of pages: | 8 | ||||
Year: | 2014 | ||||
DOI: | 10.2749/222137814814067437 | ||||
Abstract: |
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. |
||||
Keywords: |
concrete non-linear analysis experimental testing Bamboo composite slabs
|