Feasibility of using bamboo as a potential reinforcement in concrete beams

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dc.contributor.author Athauda, A.M.B.B.S.
dc.contributor.author Wijebandara, M.M.A.
dc.contributor.author Ihalakodippily, I.K.K.G.
dc.contributor.author Wanniarachchi, K.S.
dc.date.accessioned 2022-06-28T09:40:55Z
dc.date.available 2022-06-28T09:40:55Z
dc.date.issued 2011-02-22
dc.identifier.issn 1391-8613
dc.identifier.uri http://ir.lib.ruh.ac.lk/xmlui/handle/iruor/6347
dc.description.abstract This paper presents the evaluation of the feasibility to use bamboo as a potential reinforcement in concrete beams. To achieve this objective a series of tensile tests on two types of bamboo (i.e. yellow color and green color) were conducted to obtain their mechanical properties. Also, a series of pull out tests on two types of bamboo were conducted to obtain their bonding behavior in the concrete. To achieve the main objective, four-point bending tests on concrete beams reinforced with bamboo were performed to identify their behavior compared to conventional steel reinforced concrete beams. The test results of this study indicated that the ultimate load carrying capacity of tested bamboo reinforced concrete, on averaging all percent reinforcement, was about 29% of the equivalent reinforced steel concrete beams. en_US
dc.language.iso en en_US
dc.publisher University of Ruhuna, Matara, Sri Lanka en_US
dc.subject Bamboo reinforcement en_US
dc.subject Concrete beam en_US
dc.subject Reinforced concrete en_US
dc.subject Flexural behavior en_US
dc.title Feasibility of using bamboo as a potential reinforcement in concrete beams en_US
dc.type Article en_US


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