Abstract
Increasing pressure on conventional construction materials has accelerated the search for sustainable alternative to steel reinforcement. This study develop bio-based fiber-reinforced polymer (FRP) rebars incorporating acid-silane treated Vignaradiata stalk fibers and silicon nitride (Si3N4) particles derived from foxtail millet husk, with the objective of enhancing interfacial adhesion and structural performance. The rebars were fabricated using a hand lay-up process and evaluated in accordance with ASTM standards. The composite containing 40 wt. % treated fiber and a 2 wt. % Si3N4 (MBS3) demonstrated the best overall mechanical performance, with tensile, flexural, and compressive strengths of 122 MPa, 168 MPa, and 130 MPa, respectively. Increasing the filler loading 4 wt. % (MBS4) led to improvements in hardness (79 Shore-D) and moisture resistance, with water absorption reduced to 0.258%, although a decline in strengths was observed relative to MBS3. Structural evaluation through three-point bending test of reinforced concrete beams indicated that MBS3 achieved superior performance, exhibiting a bending strength of 116 Mpa, a peak load of 98 kN, and a lower deflection of 12 mm, reflecting enhanced stiffness and load-bearing efficiency. In addition, it was exhibited the highest thermal conductivity values of 0.392 W/mK. Microstructural analysis confirmed that the combined acid and silane treatment significantly improved fiber-matrix bonding, while promoting dispersion of Si3N4 particles. These results highlight that acid-silane treated natural fiber-based FRP rebars present a viable and sustainable alternative to traditional steel reinforcement, offering a balanced combination of mechanical strength, durability, and reduced environmental impact.
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