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Paper ID:IJSREM65418

Experimental Study on the Confinement of Short Reinforced Concrete Columns Using Waste Tyre Tube as Internal Confinement Material

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM65418

Volume:

10 |

6 |

Jun 2026

Pages:

1-8

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM65418

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

AR

Ajay Rajput

Department of Civil Engineering

Marathwada Mitra Mandal's Institute of Technology

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RP

Rahul Potenavaru

Department of Civil Engineering

Marathwada Mitra Mandal's Institute of Technology

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DU

Diksha Ugale

Department of Civil Engineering

Marathwada Mitra Mandal's Institute of Technology

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MP

Mangesh Phad

Department of Civil Engineering

Marathwada Mitra Mandal's Institute of Technology

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Mentors

APK

Atul P. Khatri

Department of Civil Engineering

Marathwada Mitra Mandal's Institute of Technology

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Abstract

This paper presents an experimental study on the use of waste tyre tube as an internal confinement material for short reinforced concrete columns subjected to axial compression. Conventional confinement methods such as steel jacketing and fibre reinforced polymer (FRP) wrapping are effective but expensive and depend on industrially processed materials. At the same time, the disposal of waste tyre tubes is a growing environmental problem. This study explores whether strips cut from waste tyre tubes can be used as a low-cost, sustainable alternative for confining concrete columns. M25 grade concrete and Fe550 steel reinforcement were used to cast nine column specimens of size 150 mm × 300 mm × 700 mm. The specimens were divided into three groups of three each — unconfined (control), single-layer confined, and double-layer confined — with tyre tube strips wrapped in polythene sheets placed internally around the reinforcement cage. After 28 days of water curing, all specimens were tested under axial compression in a Universal Testing Machine (UTM). The single-layer confined columns showed an average increase in load carrying capacity of 8.95 percent over the control columns, while the double-layer confined columns showed an increase of 11.80 percent. Confined columns also showed more gradual failure with less spalling compared to the sudden brittle failure of unconfined columns. The results show that waste tyre tube confinement is a workable, low-cost and eco-friendly method to improve the strength and ductility of short RC columns.

KEYWORDS

Column confinement; waste tyre tube; ductility; sustainable construction; axial compression; Universal Testing Machine

Cite This Article

Ajay Rajput, Rahul Potenavaru, Diksha Ugale, Mangesh Phad, Atul P. Khatri, "Experimental Study on the Confinement of Short Reinforced Concrete Columns Using Waste Tyre Tube as Internal Confinement Material," International Journal of Scientific Research in Engineering and Management, vol. 10, no. 6, pp. 1-8, Jun 2026. https://doi.org/10.55041/IJSREM65418

Full Article/Conclusion

This study examined the use of waste tyre tube as an internal confinement material for short reinforced concrete columns under axial compression. Based on the experimental results, the following conclusions are drawn: 1.  Internal confinement using waste tyre tube strips improves the axial load carrying capacity of short RC columns. Single-layer confinement gave an average increase of 8.95 percent, and double-layer confinement gave 11.80 percent, compared to unconfined control columns. 2.  Confined columns showed more gradual, ductile-type failure with reduced spalling, compared to the sudden brittle failure observed in unconfined columns. 3.  Double-layer confinement performed better than single-layer confinement in terms of both strength and observed ductility, confirming that the degree of confinement has a direct effect on column performance. 4.  Waste tyre tube is a low-cost, locally available and eco-friendly confinement material. Its use also helps in reducing the environmental burden caused by tyre waste disposal. 5.  The technique is simple to apply, requiring no special tools or skilled labour, which makes it a practical option for low-cost and small-scale construction.

References

[1]  Kunjuvareed, A., and P. S., A., “Compressive Behavior of Concrete Columns Confined with Bamboo Sheet Twinning Tubes,” International Journal of Scientific Research in Engineering & Technology, vol. 5, no. 4, pp. 20–29, 2025. [2]  Khatri, A. P., and Hinge, G. A., “Confinement Effect on a Rectangular Reinforced Concrete Short Column with Various Means of Confining Materials,” Materials Today: Proceedings, vol. 49, pp. 1844–1851, 2022. [3]  Susilorini, R. M. I. R., and Kusumawardaningsih, Y., “Advanced Study of Columns Confined by Ultra-High-Performance Concrete and Ultra-High-Performance Fiber-Reinforced Concrete Confinements,” Fibers, vol. 11, no. 44, pp. 1–17, 2021. [4]  Yeon, Y., Ji, S., and Hong, K., “Uniaxial Compressive Behavior of Concrete Column Actively Confined with Internal Fe-SMA Spirals,” Construction and Building Materials, vol. 402, p. 135393, 2024. [5]  Hussain, Q., Wongsopit, K., and Jarusbumrungroj, P., “Confinement of Concrete by Rope,” Kasem Bundit Engineering Journal, 2022. [6]  Bastami, M., Mousavi, A. E., and Abbasnejadfard, M., “Evaluation of Mechanical Characteristics of High-Strength Reinforced Concrete Columns with Hexagonal Chicken Wire Mesh under Cyclic Loading,” International Journal of Concrete Structures and Materials, vol. 16, no. 30, pp. 1–14, 2022. [7]  Pal, A., Aggarwal, B., Kumar, N., Gautam, N., and Malik, A., “Banana Fiber Reinforced Concrete (BFRC),” International Journal for Research in Applied Science & Engineering Technology, 2023. [8]  Choudhari, J. P., Suryawanshi, N., Shingade, K., Adhore, S., Umade, O., and Giri, P., “Retrofitting of Column by Using Banana Fiber Sheet,” International Journal of Engineering Research and Technology, 2023. [9]  Selvam, V., Muniyandi, T., and Jaya, R. P., “A Sustainable Revolution in Sisal Fiber with Enhanced Mechanical Properties of Concrete,” 2023. [10]  Chairunnisa, N., Nurwidayati, R., and Madani, G. M. S., “The Effect of Natural Fiber (Banana Fiber) on the Mechanical Properties of Self-Compacting Concrete,” Engineering Science & Technology Journal, vol. 22, no. 3, p. 32879, 2022.

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Publication Date

6/24/2026

Peer Review Type

Double-Blind Peer Review

Review Rounds: 2

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