Flexural strengthening of reinforced concrete beams with bolted heavy-duty metal straps

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.

Authors

Institutions

Publication Details

Journal
Proceedings of the Institution of Civil Engineers - Structures and Buildings
Published
2026-05-27
DOI
https://doi.org/10.1680/jstbu.25.00112
Primary Topic
Structural Behavior of Reinforced Concrete
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Flexural strengthening of reinforced concrete beams with bolted heavy-duty metal straps

Wrya Abdullah
Proceedings of the Institution of Civil Engineers - Structures and Buildings
Structural Behavior of Reinforced Concrete
article

Flexural strengthening of reinforced concrete beams with bolted heavy-duty metal straps

Wrya Abdullah
article en

Abstract

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.

Proceedings of the Institution of Civil Engineers - Structures and Buildings
University of Sulaimani (IQ)
Sustainable cities and communities
Openalex Percentile: Top 8%
Structural Behavior of Reinforced Concrete
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.