This study examines using heavy-duty metal straps bolted onto the face of concrete beams as an approach of reusing discarded heavy-duty metals to strengthen concrete beams. The method is quick, cost-effective and time-saving, and provides a practical solution for strengthening beams regardless of their casting methods or locations within a building. A set of 12 reinforced concrete beams was constructed to fail under bending forces. The beams were designed with a width of 160 mm, height of 240 mm and a total length of 2100 mm. To attach the metal straps, 14 mm holes were drilled at different locations of the concrete beams and M12 thru bolts were used to secure the metal straps. The testing parameters were the number of the straps and their positions on the face of the beam. It is found that bolting metal straps on the beams enhances the load-carrying capacity of the beams by up to 70%. To achieve the optimal strength, it is essential to ensure that the holes are precisely at the centre of the strap and the straps are aligned with the provided steel reinforcement of the beam. Finally, the behaviour of the beams is validated by VecTor2 software.
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Research Article|
May 29 2026
Flexural strengthening of reinforced concrete beams with bolted heavy-duty metal straps Available to Purchase
Wrya Abdullah
Civil Engineering Department,
University of Sulaimani
, Sulaimani, Iraq
Corresponding author Wrya Abdullah (wrya.faraj@univsul.edu.iq)
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Corresponding author Wrya Abdullah (wrya.faraj@univsul.edu.iq)
Publisher: Emerald Publishing
Received:
June 17 2025
Accepted:
April 15 2026
Online ISSN: 1751-7702
Print ISSN: 0965-0911
© 2026 Emerald Publishing Limited
2026
Emerald Publishing Limited
Licensed re-use rights only
Proceedings of the Institution of Civil Engineers - Structures and Buildings 1–15.
Article history
Received:
June 17 2025
Accepted:
April 15 2026
Citation
Abdullah W (2026;), "Flexural strengthening of reinforced concrete beams with bolted heavy-duty metal straps". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. ahead-of-print No. ahead-of-print. https://doi.org/10.1680/jstbu.25.00112
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