EXPERIMENTAL DEMONSTRATION OF THE POOR STRUCTURAL PERFORMANCE OF BAMBOO-REINFORCED CONCRETE FLEXURAL MEMBERS
Authors/Creators
- 1. University of Pittsburgh
- 2. Federal Center of Technological Education of Minas Gerais
Description
Bamboo-reinforced concrete is an ill-advised concept. Despite this, many researchers continue to investigate the replacement of steel with bamboo as reinforcement in concrete flexural members. This study provides a side-by-side comparison of the flexural behaviour of plain unreinforced concrete, steel reinforced concrete and two variations of bamboo-reinforced concrete comparable to the steel reinforced beam tested. As expected, the bamboo-reinforced concrete performs marginally better than unreinforced concrete but is entirely unable to approach the performance of under-reinforced steel-reinforced concrete. This paper underscores the fact that bamboo-reinforced concrete is not only ill-advised, but may indeed be structurally dangerous.
Files
Paper 2 - BRC - final.pdf
Files
(747.1 kB)
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