Facial reconstruction

Search LJMU Research Online

Browse Repository | Browse E-Theses

Experimental Behavior and Design of Exterior Reinforced Concrete Beam-Column Joints Strengthened with Embedded Bars

Rahman, R, Dirar, S, Jemaa, Y, Theofanous, M and Elshafie, M (2018) Experimental Behavior and Design of Exterior Reinforced Concrete Beam-Column Joints Strengthened with Embedded Bars. Journal of Composites for Construction, 22 (6). ISSN 1090-0268

CC2442_p-revision.pdf - Accepted Version

Download (423kB) | Preview


Shear-deficient RC beam-column joints (BCJs) represent one of the main factors behind the seismic damage suffered by existing concrete infrastructure, as well as the associated loss of life. This study presents a novel technique for strengthening shear-deficient RC BCJs. The technique involves embedding carbon fiber-reinforced polymer (CFRP) or steel bars into epoxy-filled holes drilled within the joint core. Six exterior RC BCJs were constructed and tested under displacement-controlled cyclic loading. Five specimens, of which four were strengthened with embedded bars, were designed with shear-deficient joints according to the pre-1980s building codes. The remaining specimen was adequately designed according to the current standard. The test parameters are the type (steel or CFRP) and number (four or eight bars) of embedded bars. The unstrengthened control specimen experienced joint shear failure in the form of cross-diagonal cracks. The strengthened specimens, namely those strengthened with embedded steel bars, exhibited less brittle failure when damage occurred in the beam region at the early stages of loading, suggesting the outset of a beam hinge mechanism. Additionally, the strengthened specimens exhibited enhancements in joint shear strength, ductility, dissipated energy, and stiffness of 6%-21%, 6%-93%, 10%-54%, and 2%-35%, respectively, compared with the control specimen. This paper also presents a mechanics-based design model for RC BCJs strengthened with embedded bars. The proposed model covers all possible failure modes including yielding of the existing steel reinforcement, concrete crushing, and debonding of the embedded bars. The accuracy of the proposed model was checked against the test results. The model gave good predictions with an average predicted-to-experimental ratio of 1.05 and a standard deviation of 0.04. © 2018 American Society of Civil Engineers.

Item Type: Article
Uncontrolled Keywords: 0905 Civil Engineering
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TH Building construction
Divisions: Civil Engineering (merged with Built Env 10 Aug 20)
Publisher: American Society of Civil Engineers
Date Deposited: 10 Oct 2019 10:00
Last Modified: 04 Sep 2021 10:00
DOI or ID number: 10.1061/(ASCE)CC.1943-5614.0000883
URI: https://researchonline.ljmu.ac.uk/id/eprint/9515
View Item View Item