Metal straps can be used as a substitute for steel stirrups in reinforced concrete (RC) beams. In this work, five RC beams (100 mm wide, 200 mm high and 1200 mm long) were fabricated and subjected to four-point load testing. Two control beams were fabricated – one without stirrups and one with steel stirrups spaced at half the effective depth of the beam. The other three beams incorporated varying quantities of metal straps to impede crack propagation from the supports to the load application points. The results indicate that the inclusion of metal strap stirrups enhanced the beam’s load-bearing capacity by a minimum of 5.5% and up to 34% compared with the control specimen. Additionally, the performance of beams reinforced with metal strap stirrups closely mirrored that of the beam with steel stirrups, despite the wider spacing of the metal straps. Response-2000 software was used to model the beams with metal straps as transverse reinforcement. The modelling verified the experimental results, with a strong correlation between the experimental and analytical outcomes.
Article navigation
1 November 2025
Research Article|
October 21 2025
Performance analysis of metal straps used as transverse reinforcement in reinforced concrete beams Available to Purchase
Wrya Abdullah;
Civil Engineering Department,
University of Sulaimani
, Sulaymaniyah, Iraq
Corresponding author Wrya Abdullah (wrya.faraj@univsul.edu.iq)
Search for other works by this author on:
Shatoo Jaza;
Shatoo Jaza
Civil Engineering Department,
University of Sulaimani
, Sulaymaniyah, Iraq
Search for other works by this author on:
Laween Mariwan;
Laween Mariwan
Civil Engineering Department,
University of Sulaimani
, Sulaymaniyah, Iraq
Search for other works by this author on:
Barzi Barzan
Barzi Barzan
Civil Engineering Department,
University of Sulaimani
, Sulaymaniyah, Iraq
Search for other works by this author on:
Corresponding author Wrya Abdullah (wrya.faraj@univsul.edu.iq)
Competing interests The authors declare no competing financial, professional or personal interests that might have influenced the performance or presentation of the work described in this manuscript.
Publisher: Emerald Publishing
Received:
May 22 2025
Accepted:
September 16 2025
Online ISSN: 1751-7702
Print ISSN: 0965-0911
© 2025 Emerald Publishing Limited
2025
Emerald Publishing Limited
Licensed re-use rights only
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2025) 178 (11): 1078–1085.
Article history
Received:
May 22 2025
Accepted:
September 16 2025
Citation
Abdullah W, Jaza S, Mariwan L, Barzan B (2025), "Performance analysis of metal straps used as transverse reinforcement in reinforced concrete beams". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 178 No. 11 pp. 1078–1085, doi: https://doi.org/10.1680/jstbu.25.00093
Download citation file:
Suggested Reading
Performance of unbound granular mixtures with reclaimed asphalt pavement
Proceedings of the Institution of Civil Engineers - Ground Improvement (January,2026)
Analysis of loss in flexural stiffness of in-service prestressed hollow plate beam
International Journal of Structural Integrity (July,2019)
DISCUSSION. WIRE MESH AS SHEAR REINFORCEMENT IN CONCRETE.
Proceedings of the Institution of Civil Engineers (June,1978)
Engineering properties of CLSM incorporating high-plasticity marine dredged soil
Environmental Geotechnics (April,2026)
Simplifying finite elements analysis of four-point bending tests for flip chip microcomponents
Microelectronics International (April,2024)
Related Chapters
UNI-AXIAL AND BENDING TESTS ON HYBRID FIBRE REINFORCED CONCRETE
Role of Concrete In Sustainable Development: Proceedings of the International Symposium dedicated to Professor Surendra Shah, Northwestern University, USA held on 3–4 September 2003 at the University of Dundee, Scotland, UK
Green Entrepreneurship: Building a Green Economy? – Evidence from the UK
Social and Sustainable Enterprise: Changing the Nature of Business
TORSIONAL STRENGTH OF STEEL FIBROUS CONCRETE
Application of Codes, Design and Regulations: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
