Durability Study of Hybrid Fiber Reinforced Concrete

Authors

  • Srinivasa Rao Naraganti Department of Civil Engineering, JB Institute of Engineering and Technology, Hyderabad, India

DOI:

https://doi.org/10.46604/ijeti.2021.5019

Keywords:

polypropylene, sisal, fiber reinforced concrete, durability

Abstract

Sisal has been reported as one of the promising fibers for cement composite applications. The durability of sisal fiber reinforced concrete (SFRC) and steel sisal fiber reinforced concrete (SSFRC) have not been reported. Water absorption, rapid chloride permeability, and acid attack tests are conducted on fibrous cement composites. Steel, polypropylene, and sisal fibers with a total volume of 0.50%, 1.00%, 1.25%, and 1.50% were used. Sisal at a content of 1.50% in SFRC increases the water absorption by 76%, but it is reduced to 30% for SSFRC with 0.2% of sisal content. SFRC and SSFRC show the increased permeability of 1.69% and 2.09% respectively. SFRC experiences the highest volume loss of 6.52%. SSFRC illustrates the resistance to the mass loss and compressive strength loss. In conclusion, untreated sisal in any form is found to be not advantageous for durable fibrous concrete structures.

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Published

2021-01-20

How to Cite

[1]
S. R. Naraganti, “Durability Study of Hybrid Fiber Reinforced Concrete”, Int. j. eng. technol. innov., vol. 11, no. 1, pp. 59–69, Jan. 2021.

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