Effect of bacteria and fibers on the mechanical and structural behavior of self-healing fibrous concrete
DOI: https://doi.org/10.20528/cjcrl.2026.01.002
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The incorporation of bacteria into concrete has emerged as a promising strategy to enhance mechanical performance. This study presents a comprehensive experimental and numerical investigation into the behavior of fibrous concrete incorporating two bacterial strains—Bacillus megaterium (BM) and W1 at a dosage of 0.25% of cement weight, combined with either steel or polypropylene fibers. A multiscale experimental program was carried out, including compressive, tensile, and flexural tests, along with structural slab evaluation and analytical validation. Results revealed significant strength enhancements due to the steel fiber–BM combination, with compressive strength improvements of 42%, 52%, and 31% at 7, 28, and 90 days, respectively, compared to the control. Using polypropylene fiber–W1 mixes, recorded tensile strength gains reached nearly 19%. Flexural strength increased by up to 30% in 90 days, confirming the synergistic effect of fiber crack-bridging and bacterial precipitation. Structural performance was further assessed through four-point bending tests on reinforced slabs (1.0 m × 0.5 m × 0.05 m), where bacterial–fibrous concretes exhibited superior ductility and load capacity compared to the control. Reinforcing with steel plates proved more effective than glass fiber laminates, achieving 15–17% higher ultimate loads. A finite element model developed in Abaqus/CAE using the Concrete Damaged Plasticity model accurately replicated the experimental load–deflection responses, validating the proposed approach. Overall, the results demonstrate that integrating bacteria with fibers and external reinforcement can substantially enhance both material- and structural-scale performance, highlighting its potential for durable, high-performance concrete applications. These findings underline the potential of fibrous concrete as a sustainable, durable, and cost-effective solution for future structural applications.
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