Influence of Jute Fiber inclusion on the properties of UHPC

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2024-06-30

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Department of Civil and Environmental Engineering(CEE), Islamic University of Technology(IUT), Board Bazar, Gazipur-1704, Bangladesh

Abstract

This study investigates the influence of jute fiber inclusion on the properties of Ultra-High Performance Concrete (UHPC). UHPC is renowned for its superior mechanical properties and durability, but its high cost and environmental impact necessitate exploration of sustainable and cost-effective reinforcement alternatives. Jute fiber, a natural, biodegradable, and abundantly available material, was incorporated into UHPC mixtures at varying percentages of 0%, 0.25%, 0.5%, 0.75% and 1% by volume. The mechanical properties is determined by compressive strength and durability aspects are determined by water absorption, Sorptivity, and Shrinkage test. Results indicate that the inclusion of jute fibers significantly enhances the tensile and flexural strengths of UHPC while maintaining its high compressive strength. Furthermore, the addition of jute fibers improves the material's durability by reducing water absorption and porosity, thereby increasing its resistance to environmental degradation. These findings suggest that jute fiber is a viable eco friendly reinforcement material for UHPC, potentially leading to more sustainable construction practices without compromising performance.

Description

Supervised by Dr. Tanvir Ahmed, Assistant Professor, Department of Civil and Environmental Engineering (CEE) Islamic University of Technology (IUT) Board Bazar, Gazipur, Bangladesh

Keywords

Jute Fiber, Packing Density, Sorptivity, Ultra- High Performance Concrete.

Citation

1. Yoo, D., Banthia, N., & Yoon, Y. (2024). Recent development of innovative steel fibers for ultra-high performance concrete (UHPC): A critical review. Cement and Concrete Composites, 145, 105359 2. Gao, X., Gao, X., Khayat, K. H., & Su, A. (2021). Influence of fiber alignment and length on flexural properties of UHPC. Construction and Building Materials, 290, 122863. 3. Wu, Z., Shi, C., He, W., & Wang, D. (2017). Static and dynamic compressive properties of ultra-high performance concrete (UHPC) with hybrid steel fiber reinforcements. Cement and Concrete Composites, 79, 148–157. 4. Huang, H., Gao, X., & Teng, L. (2021b). Fiber alignment and its effect on mechanical properties of UHPC: An overview. Construction and Building Materials, 296, 123741. 5. Ozawa, M., Parajuli, S. S., Uchida, Y., & Zhou, B. (2019). Preventive effects of polypropylene and jute fibers on spalling of UHPC at high temperatures in combination with waste porous ceramic fine aggregate as an internal curing material. Construction and Building Materials, 206, 219–225. 6. AuthorWu, Z., Khayat, K. H., & Shi, C. (2018). How do fiber shape and matrix composition affect fiber pullout behavior and flexural properties of UHPC? Cement and Concrete Composites, 90, 193–201. 7. Yang, J., Chen, B., Su, J., Xu, G., Zhang, D., & Zhou, J. (2022). Effects of fibers on the mechanical properties of UHPC: A review. Journal of Traffic and Transportation Engineering (English Edition), 9(3), 363–38

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