This study investigates the impact of sugarcane bagasse fibre (SBF) reinforcement on the mechanical, durability, and corrosion-resistant characteristics of concrete. Four concrete samples were made with fibre contents of 0 % (control), 1.5 %, 3 %, and 4.5 % SBF, and cured for 7, 14, and 28 days. Compressive strength tests found that the 4.5 % SBF mix performed around 20 % better than the control sample, reaching 23.7 MPa at 28 days, while flexural strength improved by up to 20 %, indicating increased load-bearing capacity. The hardness test revealed an 11 % improvement in the 1.5 % fibre mix. SEM investigation revealed fewer microcracks and better fibre distribution in SBF-reinforced samples, resulting in improved structural integrity. Corrosion testing revealed that the 4.5 % fibre mix significantly lowered corrosion rates while increasing polarisation resistance, showing high protective properties for embedded steel rebars. • Sugarcane bagasse fiber enhances concrete strength and durability. • 4.5 % SBF mix boosts compressive strength by 20 %, reaching 23.7 MPa at 28 days. • Flexural strength increases by 20 %, improving load-bearing capacity. • 1.5 % SBF mix improves hardness by 11 %, enhancing surface resistance. • SEM shows fewer microcracks and better fiber distribution for structural integrity.
No takes yet. Share an insight, caveat, or question.
Philip et al. (2025) studied this question.
Synapse has enriched 2 closely related papers on similar clinical questions. Consider them for comparative context: