EBSCO Logo
Connecting you to content on EBSCOhost
Results
Title

Behavior of Reinforced Concrete Corbels Strengthened with CFRP Strips Subjected to Monotonic and Repeated Loading.

Authors

Ibrahim, Enas S.; Abdulrahman, Mazin B.; Yahia, Yasser I.; Alsubari, Belal; Abdulaali, Hayder S.; Alqawzai, Shagea

Abstract

Concrete corbels are short cantilevers subjected to monotonic and repeated loads. Repeated loads generally negatively affect the concrete structural members' strength as they decrease the resistance to external loads. To increase these loads, strengthening with carbon fiber reinforced polymer (CFRP) strips as an externally bounded technique is used. This paper studies the behavior and strength of strengthened corbels subjected to monotonic and repeated (constant and incremental) loads. The experimental program included the casting and testing of twelve double-concrete corbels. All specimens have been kept constant for corbel dimensions and main and secondary reinforcement. Nine were strengthened with CFRP strips using different patterns, while the others were left un-strengthened as control corbels. The results showed that both repeated loads' types, i.e., constant and incremental, affected the ultimate load capacity of corbels. Compared to monotonic loading, a reduction occurred in ultimate load and ultimate deflection for corbels subjected to five repeated loading cycles. For corbels strengthened by externally bounded CFRP strips under any applied loads, the ultimate load significantly increased, while the ultimate deflection decreased compared to un-strengthened at the same applied load. All corbels failed by debonding the CFRP strips.

Subjects

REINFORCED concrete; CARBON fibers; DEBONDING; CANTILEVERS; POLYMERS

Publication

Tikrit Journal of Engineering Sciences, 2024, Vol 31, Issue 1, p88

ISSN

1813-162X

Publication type

Academic Journal

DOI

10.25130/tjes.31.1.8

EBSCO Connect | Privacy policy | Terms of use | Copyright | Manage my cookies
Journals | Subjects | Sitemap
© 2025 EBSCO Industries, Inc. All rights reserved