Investigational Study on Strength Of Fiber Concrete Using Bamboo

Abstract

Aim: The present study investigated the compressive strength of Bamboo Fiber Reinforced Concrete (BFRC) compared with conventional concrete. Materials and Methods: The methods utilized in this article include the preparation of concrete mixtures with 0.5 percentage of bamboo Fiber content, casting and curing of the specimens, and testing for compressive strength using a compression testing machine. This study utilized bamboo Fibers, mortar, fine and coarse aggregates, and water as its ingredients. Before evaluation for compressive strength with a universal testing equipment, specimens were cast and cured for 28 days. Bamboo Fiber Reinforced Concrete (BFRC) specimens (n=10) were then compared to conventional concrete specimens (n=10) through statistical analysis using G-power software with a power of 0.8 and a 95% confidence interval. Results: The inclusion of 0.5% bamboo fiber in standard concrete was found to increase its compressive strength, with the compressive strength of ordinary concrete being 27 MPa and that of bamboo-reinforced concrete being 30 MPa. This indicates a 5.6% improvement in compressive strength. Conclusion: The outcomes of this research will present vital data regarding the sustainability of bamboo Fibers as a reinforcing concrete material and their effect on the resulting material's compressive strength.