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International Journal of Science, Strategic Management and Technology

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ISSN: 3108-1762 (Online)
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EXPERIMENTAL STUDY ON RETROFITTING OF REINFORCED CEMENT CONCRETE MEMBERS USING FIBER REINFORCED POLYMER WRAPS

AUTHORS:
Piyush N. Raut
Sujal M. Narnaware
Sahil S. Wankhede
Chirag G. Shende
Utkarsh D. Thulkar
Mentor
Dr. Mayuri Chandak
Affiliation
Department of Civil Engineering Priyadarshini College of Engineering, Nagpur, India
CC BY 4.0 License:
This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Abstract

Old concrete buildings and bridges are wearing down across the globe. Weather, repeated stress, rust inside the metal bars, along with earthquakes slowly weaken them - many become unsafe long before they should. Fixing them the usual way works, yet those methods add heavy layers on top and keep structures closed too long. Instead of old fixes like thick steel wraps or making parts thicker, new materials made from fibers and plastic offer better strength gains. These lightweight sheets bond tightly to damaged areas, breathe fresh life into worn beams, last longer against decay, plus avoid messier construction setbacks.


From tests done at Priyadarshini College of Engineering in Nagpur, data came through on how M30 concrete acts when left bare or wrapped with steel fiber sheets. Six cube samples - each 150 mm on every side - and six beam pieces measuring 100 by 100 by 500 mm took shape in the lab. Half of each group stayed untouched before being pushed to failure. The rest got coated in steel fiber mesh glued tightly with epoxy just ahead of stress trials. Strength climbed slightly under squeeze: average numbers jumped from 34.21 to 36.14 newtons per square millimeter - a rise near 5.6 percent. When bent instead of crushed, they showed bigger gains - one step up by nearly thirty-eight percent, going from 3.2 megapascals to 4.4. Such shifts mark wrapped repairs not flashy tricks but solid fixes that last, hold well, cost less.


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Raut, P. N., Narnaware, S. M., Wankhede, S. S., Shende, C. G. & Thulkar, U. D. (2026). Experimental Study on Retrofitting of Reinforced Cement Concrete Members using Fiber Reinforced Polymer Wraps. International Journal of Science, Strategic Management and Technology, 02(04). https://doi.org/10.55041/ijsmt.v2i4.330

Raut, Piyush, et al.. "Experimental Study on Retrofitting of Reinforced Cement Concrete Members using Fiber Reinforced Polymer Wraps." International Journal of Science, Strategic Management and Technology, vol. 02, no. 04, 2026, pp. . doi:https://doi.org/10.55041/ijsmt.v2i4.330.

Raut, Piyush,Sujal Narnaware,Sahil Wankhede,Chirag Shende, and Utkarsh Thulkar. "Experimental Study on Retrofitting of Reinforced Cement Concrete Members using Fiber Reinforced Polymer Wraps." International Journal of Science, Strategic Management and Technology 02, no. 04 (2026). https://doi.org/https://doi.org/10.55041/ijsmt.v2i4.330.

References
[1]  ACI Committee 440, Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, ACI 440.2R-23, American Concrete Institute, Farmington Hills, MI, 2023.

[2]  fib Bulletin 14, Externally Bonded FRP Reinforcement for RC Structures, International Federation for Structural Concrete, Lausanne, Switzerland, 2001.

[3]  L. Lam and J.G. Teng, "Design-oriented stress–strain model for FRP-confined concrete," Construction and Building Materials, vol. 17, no. 6–7, pp. 471–489, 2003.

[4]  T.C. Triantafillou, "Shear strengthening of reinforced concrete beams using epoxy-bonded FRP composites," ACI Structural Journal, vol. 95, no. 2, pp. 107–115, 1998.

[5]  J.G. Teng, J.F. Chen, S.T. Smith, and L. Lam, FRP-Strengthened RC Structures, John Wiley & Sons, Chichester, 2002.

[6]  N. Kabashi, M. Muhaxheri, E. Krasniqi, Y. Murati, and F. Latifi, "Advancements in fiber-reinforced polymer retrofitting techniques for seismic resilience of reinforced concrete structures," Buildings, vol. 15, no. 4, p. 587, 2025.

[7]  Bureau of Indian Standards, IS 456:2000 – Plain and Reinforced Concrete Code of Practice, BIS, New Delhi, 2000.

[8]  Bureau of Indian Standards, IS 10262:2019 – Concrete Mix Proportioning Guidelines, BIS, New Delhi, 2019.

[9]  A.M. Neville, Properties of Concrete, 5th ed., Pearson Education, Harlow, 2011.

[10] Y.T. Obaidat, S. Heyden, O. Dahlblom, and G. Abu-Farsakh, "Retrofitting of reinforced concrete beams
Ethics and Compliance
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This article has undergone plagiarism screening and double-blind peer review. Editorial policies have been followed. Authors retain copyright under CC BY-NC 4.0 license. The research complies with ethical standards and institutional guidelines.
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