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Paper ID:IJSREM68087

Jute–Basalt Hybrid Fibre Wrapping for Seismic Retrofitting of Concrete Columns: A Critical Review with a Preliminary Cube Test

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Paper ID:

IJSREM68087

Volume:

10 |

10 |

Oct 2026

Pages:

1-8

Publication Frequency:

Monthly (12 issues per year)

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Not assigned

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

N

Nivedika

Department of Civil Engineering

Sardar Beant Singh State University, Gurdaspur, Punjab, India

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Sahil Salaria

Sahil Salaria

Department of Civil Engineering

Sardar Beant Singh State University, Gurdaspur, Punjab, India

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SS

Sahil Sahota

Department of Civil Engineering

Sardar Beant Singh State University, Gurdaspur, Punjab, India

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Abstract

Many reinforced concrete (RC) buildings in India were built before ductile earthquake detailing was required or enforced, and their columns are a critical weak point. Wrapping columns in fibre-reinforced polymer (FRP) is an established retrofit, but carbon and glass FRP are costly. This paper reviews published evidence on lower-cost alternatives, focusing on a hybrid jute/basalt wrap. In the study reviewed, a wrap of two jute and two basalt layers raised the axial capacity of 150 x 300 mm concrete cylinders by 63.64 percent and their energy absorption by 287 percent, against 36.12 percent for a two-layer basalt wrap, and it kept a confinement effectiveness of 163 to 213 percent after 120 days in water, alkali, seawater and acid. The hybrid used four layers against two for the basalt-only wrap, so part of its advantage may come from layer count. A related study reported about 23 and 57 percent for glass and carbon wraps. These values come from separate studies and are indicative only. We also ran a preliminary cube test: at 3 days an M20 cube with loose jute and basalt strands reached 13.16 MPa against 7.67 MPa for a plain control. This is one air-cured cube per group and not a retrofit test, so it is treated as a first observation only. Natural/basalt hybrids have been tested on cylinders and beams, but we found no cyclic tests on RC columns, no cost data for Indian conditions, and no test of a low-resin option such as a fibre-reinforced jacket. This paper contributes a consolidated comparison, an explicit list of these gaps, a proposed test programme, and one exploratory observation.

KEYWORDS

seismic retrofitting; FRP confinement; jute fibre; basalt fibre; hybrid composites; RC columns

Cite This Article

Nivedika, Sahil Salaria, Sahil Sahota, "Jute–Basalt Hybrid Fibre Wrapping for Seismic Retrofitting of Concrete Columns: A Critical Review with a Preliminary Cube Test," International Journal of Scientific Research in Engineering and Management, vol. 10, no. 10, pp. 1-8, Oct 2026.

Full Article/Conclusion

Published tests show that a hybrid wrap of two jute and two basalt layers raised cylinder strength by 63.64 percent and energy absorption by 287 percent, kept a confinement effectiveness of 163 to 213 percent after 120 days of exposure, and showed larger gains than the glass, carbon and basalt-only wraps reported in separate studies, although the hybrid used four layers against two for basalt-only and the studies are not directly comparable. These cylinder results come from one group; related jute–basalt work on RC beams gave flexural gains of about 40 percent [7]. In the sources we found, the hybrid wrap has not been tested on RC columns under cyclic loading or costed. Our preliminary cube test found a higher 3-day strength with loose jute and basalt strands (13.16 against 7.67 MPa), but it was one air-cured cube per group with unmeasured fibre content and is a prompt for further work, not a finding.

References

[1]      Bureau of Indian Standards. IS 1893 (Part 1):2016, Criteria for Earthquake Resistant Design of Structures, Part 1: General Provisions and Buildings. BIS, New Delhi. [2]      Bureau of Indian Standards. IS 13920:2016, Ductile Design and Detailing of Reinforced Concrete Structures Subjected to Seismic Forces – Code of Practice. BIS, New Delhi. [3]      Lam L, Teng JG. Design-oriented stress–strain model for FRP-confined concrete. Construction and Building Materials. 2003;17(6–7):471–489. [4]      Nwankwo CO, Mahachi J, Olukanni DO, Musonda I. Natural fibres and biopolymers in FRP composites for strengthening concrete structures: A mixed review. Construction and Building Materials. 2023;363:129661. https://doi.org/10.1016/j.conbuildmat.2022.129661 [5]      Ouyang LJ, Gao WY, Zhen B, Lu ZD. Seismic retrofit of square reinforced concrete columns using basalt and carbon fiber-reinforced polymer sheets: A comparative study. Composite Structures. 2017;162:294–307. https://doi.org/10.1016/j.compstruct.2016.12.016 [6]      Varma DA, Joseph L, Madhavan MK, Jayanarayanan K, Pegoretti A. Strength, durability and finite element analysis of hybrid jute/basalt fiber reinforced polymer confined concrete column under axial compression. Results in Engineering. 2024;22:102281. https://doi.org/10.1016/j.rineng.2024.102281 [7]      Saingam P, Hanif MA, Ahmed F, Chatveera B, Sua-iam G, Ejaz A, Hussain Q, Chaimahawan P, Suthumma C, Ahmad A. Experimental evaluation of sustainable jute–basalt hybrid FRP systems for flexural strengthening of RC beams with variable wrapping and light-weight aggregate replacement. Scientific Reports. 2026;16:17409. https://doi.org/10.1038/s41598-026-47649-6 [8]      Xia Y, Xian G. Hybrid basalt/flax fibers reinforced polymer composites and their use in confinement of concrete cylinders. Advances in Structural Engineering. 2020;23(5):941–953. https://doi.org/10.1177/1369433219886084 [9]      Liu et al. Experimental study on the axial compressive behavior of flax and basalt fiber hybrid FRP confined concrete columns with fiber layup and orientation. Polymer Composites. 2026. https://doi.org/10.1002/pc.70673 [10]      Mander JB, Priestley MJN, Park R. Theoretical stress–strain model for confined concrete. Journal of Structural Engineering. 1988;114(8):1804–1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804)

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Publication Date

10/19/2026

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