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Original scientific paper

https://doi.org/10.14256/JCE.3786.2023

Effect of groove patterns on composite bond strength in bamboo-reinforced concrete

M. Sadique Ameen
Debarati Datta


Full text: croatian pdf 2.133 Kb

page 297-307

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Full text: english pdf 2.129 Kb

page 297-307

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Abstract

The use of bamboo as a reinforcement material in concrete has garnered attention in recent years due to its low cost, renewability, and high strength-to-weight ratio. However, the bond strength between bamboo and concrete is a crucial factor affecting the overall performance of bamboo-reinforced concrete structures. In this study, the bond between bamboo and concrete is investigated through pull-out tests. Three different groove patterns - rectangular, semi-circular, and V-notch - are examined for their bond strength. Various chemical treatments are also being explored to reduce the water absorption capacity of bamboo splints. The highest bond strengths achieved after using Bond Tite adhesive and bituminous paint are 1.94 MPa and 1.41 MPa, respectively. The findings of this study can be valuable in optimizing the design and construction of bamboo-reinforced concrete structures.

Keywords

bamboo reinforcement; different grooving patterns; grooved bamboo strips; surface treatments; mechanical interlock

Hrčak ID:

318762

URI

https://hrcak.srce.hr/318762

Publication date:

16.6.2024.

Article data in other languages: croatian

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