A COMPARISON STUDY ON THE USE OF JUTE FIBER REINFORCED POLYMER TO STRENGTHEN RCC BEAMS IN FLEXURE
DOI:
https://doi.org/10.11113/aej.v14.21577Keywords:
Universal Testing Machine, Steel Fiber-Reinforced Polymer, Carbon Fiber-Reinforced Polymer, Glass Fiber-Reinforced Concrete, EpoxyAbstract
This study aims to evaluate the efficacy of woven jute fibers in strengthening RC beams and provides a thorough description of RC beam rehabilitation using a natural fiber composite. Three beams were cast and tested with Center Point Loading configuration: one beam acted as a control specimen, while the other two beams were wrapped with heat-treated woven jute fiber using a U-wrapping technique. The experimental specimens, with dimensions of 36" x 6" x 6" (914.4 mm x 152.4mm x 152.4mm x 152.4mm), underwent static load tests. Load, mid-span deflection, and cracking patterns were meticulously measured and analyzed for the control and retrofitted beams. The retrofitting of concrete beams with U-wrapped Jute Fiber Reinforced Polymer (JFRP) layers yielded significant improvements. When compared to the control beam, a single layer of JFRP (1.13 mm) raised the load-to-length ratio by 7.57%, while a two-layer JFRP (2.26 mm) increased it by 22.72%. The retrofitted specimens also exhibited increased deflection and strain compared to the control beam, indicating improved strength and stiffness. Moreover, the shift in crack pattern from flexural to shear cracks after U-wrapping highlights the enhanced ability of the beam to withstand shear forces, extending its performance period.
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